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1312 12TH AVE N.PDF1111111111 615 1312 12TH AVE N PLANNING DATA NAME: K e..e" e5 ey SITE ADDRESS: � 3 / wMa. 8J` '( DATE: 19*6 ZONING: R, S —L Z PLAN CHK#: qL lyb PROJECT DESCRIPTION: A-ccesSa°-y 0(JJ : •. CORNER LOT TcS (Yes/No) SETBACKS: v� Required Setbacks: Front: z s Left Side: L ° Right Side: Rear: Actual Setbacks: Front: 1 bo Left Side: to_Right Side: to Rear: r Street map checked for additional setback required? (Yes/No) LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED AJ (Y/N) LOT COVERAGE: Maximum Allowed: 3 Actual: �a7' A•c`Q�y BUILDING HEIGHT: Maximum Allowed: Z s� �� Actual Height: Datum Point:4wiv% Cow I2tW. Datum Elevation: SUBDIVISION: CRITICAL AREAS #: SEPA DETERMINATION: LOT AREA: Z6, 3 6 Z OTHER: Plan Review By: May 12, 1993 Mr. Michael Rand 2318 North 44th Street Seattle, Washington 98103 Re: Three Lots Off 12th Avenue N., Edmonds Dear Mr. Rand: RECEIVED SEP 1 5 1995 PERMIT COUNTER You are preparing plans and documents to submit for building permits on three homes within the City of Edmonds. I have been aware of the project for a year or more and I have advised you of the need to test drill the building sites as part of the design process. Recently you authorized me to explore subgrade conditions and to make recommendations for foundation design. This report describes the investigative procedure, the soil conditions, and the significance of those conditions as they relate to structural foundation design for the three homes. Introduction Page five of this report is a partial, reduced copy of the March 6,1993, survey by Columbia Land Surveying and Engineering. The underground utilities are in place and the private dead-end street is completed except for the surface asphaltic cement that will be laid over existing ATB. Plans for the three houses are being finalized as this report is in progress. You pointed out the approximate ground locations of the footprints and described grading plans for each lot. Lot 1 will have a garage directly east of the end of the access street and the house will step up to the south to accommodate existing terrain. Lot 2 will have a daylight basement and will fall entirely below existing grade. Lot 3 will have a garage basement along with the north (downslope) side and will have crawlspace south of the basement. As part of the road and utility work you have done, you enhanced stability of the site with the installation of underground drains and drainage blankets. Prior to that the soft, saturated surface condition precluded access to any type of wheeled construction equipment. JAMES EATON, PE i f1 GEOTECHNICAL SERVICES (206) 682-6942 Box 126 • Hobart, WA 98025 Mr. Michael Rand Page 2 May 12, 1993 Subsurface Conditions As a roc _ine part of this investigation, I referred to Department of Natural Resources Geologic Map, GM-14, Preliminary Surficial Geologic Map of the Edmonds East and Edmonds West Quadrangles. Snohomish and King Counties, Washington. That publication shows that the project area is underlain from the highest to lowest site elevations by a "formation" of dense sand known as the Esperance sand. That map designation is consistent with surface and subsurface evidence. From the lower reaches of the test borings, it appears that there is a gradational contact below the sand and the deep soil is silt hardpan. The issuance of water in the form of springs along the creek and the creek bank a considerable distance to the south is a natural consequence of the permeable/impermeable soil relationship. Natural gravity processes, including landsliding and stream cutting, produced the natural topography. Natural terrain has been modified with construction of houses along the highbank south of your property and with grading and fill placement below. The dense sand and/or hardpan known to underly all three lots is highly stable with respect to any type of hypothetical earthslide, erosion, or liquefaction; it has extraordinarily high bearing strength. Slide debris, colluvium, topsoil, and fill that appear to have maximum combined thickness in the range of 5 to 6 yards are less dependable and generally inferior to the deep undisturbed materials with respect to engineering properties. Test borings were made at locations shown on page five. These were drilled using truck - mounted, hollow auger equipment with standard penetration sampling apparatus. Logs of the borings are presented on pages six to nine. The numbers shown in parentheses are the penetration resistances for six-inch increments. Test drilling was done following a time of rain. After completion of drilling but before the holes were backfilled, groundwater observations were made. Given sufficient time, surface and near -surface seepage would probably have filled the boreholes to the ground surface. For purposes of this investigation, it would be more accurate to consider the depth to saturation between 7 and 17 feet, roughly paralleling the dense or hard undisturbed surface. It appears that your drainage efforts were highly effective at desaturating the upper two yards or so. Mr. Michael Rand Page 3 May 12, 1993 Conclusions and Recommendations In my opinion, all three lots are underlain by stable soil at reasonable and practical depths to permit development as you propose. Barring some type of human act of gross carelessness, I see no foreseeable risk to any of your proposed homes from above. Your road, the improvements beneath the road, and the drains you have installed all have had stabilizing effects with respect to gravity movements beneath or below the homesites. By implementing the recommendations herein, the homes will be dependent only on soils that are believed to have a high degree of stability. The least favorable condition is at Lot 1 and the most favorable is at Lot 3. Pile foundations will be required for Lots 1 and 2 and a modified deep footing foundation is advised for Lot 3. There will be a substantial setup cost for foundation installation on Lot 1; you may find it cost-effective to apply the recommendations of Lot 1 to Lots 2 and 3. Augercast piles are recommended on Lot 1. These will develop axial capacities from friction and tip bearing in hard or highly dense native soil. For design purposes, I recommend that all piles penetrate into dense or hard soil at least 5 feet, that each pile be a minimum of 16 inches in diameter, that each be inspected at the time of installation to verify compliance, and that allowable axial loads of 25 tons be assumed for all. I will coordinate with the structural engineer about other details. The Lot 2 house could be founded on augercast piles according to the criteria above or on driven needle piles. Depending on the diameter and procedure, axial allowable capacities for needle piles would be in the range of 2 to 2-1/2 tons. If it appears that needle piles are opted, I will coordinate about design particulars. On Lot 3, it will be possible to trench north -south running trenches into dense or hard soil and to promptly fill the trenches with concrete; each trench would be at least 18 inches wide. The spacing would be dictated by structural economy. The slurry trenches could be viewed as either improved soil on which spread footings are to be poured or as uniquely shaped deep footings. Implementation should include inspection to verify deep bearing. Of course, piles are another option. Properly filtered footing drains and full -height permeable backfill will be required on all three houses. If there is a requirement for structural engineering of retaining walls, I will develop design parameters later. Mr. Michael Rand Page 4 May 12, 1993 Please provide me with copies of all plansheets that incorporate recommendations of this report. Yours very truly, J�s Eaton, P.E. 32-7671 Six copies submitted JE/mer/701 W AS&, � ✓�� y v 'Q 11917 ±J 9FGISTER��\�' SS�ONAI- EXPIRES /,I - ZY - 9' TOPOGRAPHIC SURVEY FOR ROBIN KEARSLEY retM line C U R v C o• T A / aeM terl. •e~ IIM L•BCLI RADIUS 1 ANGLE 1 CNORD 1 CND. SRO. 1 T•NGIENT 1 ARC Lc- • 1 ::o:?E I 12'j7:lr I fi:2S I S 71-47'41•s 1 a7'•44 39 1 7s.a3 .•• IIM C I t•o.2e 1 11•AO'S7. 1 es.62 1 9 er •[•.e•i 1 iS:O4 I Ef:77 •torus e•wr 1 vWer w4K" DOwI• t • I epn011• eo tl goneL I N E T• e L C LABEL I B sat73.N4 4G.V i DISTANas CEo•ed "onto%.• IIM i r•ncs •• S.R• 524 N i • e wad olw Rn � . state NATIVE ' I PRI Nnt In steel case itI CASEMENTDTECTIDN i I ao••a i �� stream e 20 z 20 1 2s.362 •G..t. I 22.617 sR..t. $ 1 a• i'22011...40 .• 3 .2 $ ®ZI• ZI •a,I�J �� • 1 tgQpI b wft u•;nndoo.1 • i • • • $iN sew 1 lneodollto w!. cona••te ctre a er t Ines w•ea�.lns � I �� • . ano eal ler•led • 1 • a/Onait • r2 dr•In MN Ile oIo• 'c used �. rlw p It• ooll•etor = 223. ( DwewMt $JI • 223.37 1 ► /� 0. •C , J\V► . rino 0 aral,n 2 easement ♦!1 o.t 1s�M11 rlw ce n 71 VC. eM 1► ' 223. t2 • ■ i • •I i r R • ` fT1.I CAK � t1 ■ 2 • ■ I y1• 4 • +I IV di 0 1, • •uww a e!•Sa• t� ' . •r Ol rectlon In erxz IN �T repo %.•whets o. . ♦ .S3 ; •et at the reoueet ' r — G •` • • tee 0 to b ,as20 �, O ■ • D. Rel eaor.p w N o b s• _�• I, tcs NE 1/ �Q4'�j! es•s •s - ' ■ ea• •s • 1 ' s ".sass"• :so �• l0.01 !s•n7 0' - 2.5' (8) (8) (8) 7.5' (2) (2) (4) Boring 1 Variable gray fine and very fine sandy silt with occasional gravel (fill) Silty fine to medium sand with gravel Grades less silty 17.5' (6) (10) Brown slightly silty fine to medium sand (17) 22.5' (5) (11) (17) 24' - Completed May 4, 1993. Groundwater (short-term observation) 17 feet. Boring 2 0' - Variable brown and gray mixture of silt and sand with gravel 2.5' (8) (10) (12) 7.5' (6) (12) Mostly sand (18) 8'± 12.5' (10) (17) Brown fine and very fine sand (31) 17.5' (16) (29) (50/5-1/2) 19, - Completed May 4, 1993. Groundwater (short-term observation) 5 feet. This is believed to represent surface saturation. True water table estimated at 16 feet. 7 0' - 2.5' (2) (5) (7) 7.5' (3) (3) 8' (3) 12.5' (6) (8) (12) 17.5' (3) (6) (7) Boring 3 Variable brown and gray silt -sand mixture. Brown fine and very fine sand Groundwater entering hole from about 11-1/2' Clask of gray silt in otherwise clean brown sand 22.5' (7) (17) (27) 27.5' (15) (27) 28' (31) Brown horizontally layered silt 29' - Completed May 4, 1993. Groundwater estimated at 11 feet. Boring 4 0' - Highly variable silt -sand -gravel 2.5' (2) (5) (5) 7.5' (2) Brown fine to medium sand (3) (7) 12.5' (12) (22) (24) 17.5' (9) (23) (34) Silty stringers 22.5' (18) (30) (36) 24' - Completed May 4, 1993. Groundwater estimated at 7 feet. Water Service Drawing The City of Edmonds EASEMENT NO . ............................................ NEW CONSTRUCTION ® REPAIRS ❑ LID NO . .................. .ASMT. NO................... OWNER...................•--••-•---•------...........................-- CONTRACTOR ................................................................................... PERMIT NO. JOB ADDRESS .�.31z.� �•-I.31.G...... I �Tu..NA.... LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO. .................................... o/lb ..--•--•...............•-----...-•---•----.........................................•----..-----•---------.................•....•..........•....................... NAMEOF ADDITION ..................................... ..................................................... .............................. OH CAS Co9'� 25� ALL LOT 3 1312. Loy 2 I3i4 Approved: 3 - 2 3 -9 2 J/- t_oT 1 1316 PWW-0001.11175 (REV.11/78) DATE ............................................ By ..................... ................... -................... T- p,�.� .11rGil \ \ \ \ I \ 2j7 `\ } � N .. I � . I•• 1 ,8.5'0�' Q t � Y o � 4 p I I 1 C w x WI l..) W ,14 / V I •3�•oolw I, I ��e.�e�i 9 i o i 1 i�3.� �o o to .oz� I ` v r u i / Q I I I / 1 --- 1H, s I, I I/ W I I I zS' I ti L-L1 0�02ze ! q I � � � I •� 1 i I I 11 Q I I, Ltj %1 / (I = I 1 241 1 11 �s 21.l04' . N , I\ ► 1 z28.42 l l , ° I I I I 50.00 • �1 i�IL 13 L) th �;e•3,�6 E 6 ti,4C4rE0 AV ► 1 f O ROGER W. sTROU6 J I R.D. vV/4.4./.4MS0A,1 T-S,7R!• T E D � RECO IN 22 CITY OF EDMONDS Vr WL .AIND H r 1r 1J 11'S BY PAGE 7 OF T. T PRELIM I NARY _ R SHORT SUBDIVISION FOR >�f� PUGET DEVELOPMENT COW#jk� -5 C-5 br, Alt. LT rA* c e, 225. 6-y-, / ;olw 4., 1 1 APPRO" . tf\ PLANNING C,c tI C, E IL I— — — WXAT FPff, i TIO& -tie Eli L--)T cow)%ok 5uf S41 E, LOO L _u OW --ZAOL 1993 PROJECT REVIEW CHECKLIST PROJECT ADDRESS:-. I/C� - 2 C2 4ao PLAN CHECK #: Z4--6 RECEIPT DATE: -Z / -1,' 3 REVIEWBY: (I nitial/Da e) I: PLAN. WATER COMMENTS FIRE BLDG. SEWER STREET, ENG. Setbacks/Variance/Setback Adjustment Conditional Use Permit .. . ..... . .................... . ..... . ...... 2 ADB Requirements ... . A . . . . . . . . . . . . . . . . .. ................. ... .... ........... ................. . .... .. .. . n .. ................. . .................... . .................. . .. ................ 3 Other Zoning Requirements --.1 . . ....... 4� Underground Wiring Required Lot Slope 15% . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SEPA Environmental Checklist/Hydraulics Permit ...................... . . . . . . . . . . .............. Tree Cutting Plan .. ................ .......... ............. .......... .. ..... ........ . ...... .. .... Plat Subdivision Requirements ... ... ............ ........ SIM ...... .. Legal Description Verification ........ ...... Quit Claim Street Dedications ----------- Easements - Public/Private S— 6:6- Engineering Storm Drain Review Fee XX. . . . . . . . . . . . . . . . . . . . A a... Engineering 2.2 Inspection Fee .......... ..... . . . . . . . . . . . . . . Drainage Plan (On -Site) Setback - Top of Bank, Stream, Water Courses ..... .... .. .... ..... ... Setback - Storm Drain Line A7 Open Ditch - Existing>18 ........... -------- Culvert Required .................. .................. ...................... Ae Culvert Size ... . . . ........ Shoulder Drainage/Shale Open Runoff Catch Basin Required . ......... � 22 Driveway Slope8� Vehicle ,.ccess ... 23- Sidewalk Required 24. Curb & Gutter Required ......... Curb Cut For Driveway Required '141X Street Paving Required . . .................... ... ............. .. . ............ . . . ........... .. .. . ............... .............. ... ............... IN ..... ... ... . ...... 2T.. Right -Of -Way Construction Permit Required Street Name Sign Required29 Other Signing Required H182> . . . . . . . . . . . . . Bond Required For Public Improvements O FEMA Map Check Water Table I ......................... :32:- Side Sewer Availability 33 Calculate Sewer Connection Fee If No LID #,;:�7 X. 4 Create Street File ...... .... . ..... ......... 35.. Existing Water Main Size . .... . .... .. 36 ...... - Water Meter Size 3//-/ 37 Service Line Size ........ .. .... . ....... "Ito .......... Water Meter Charge Required 7 15! .38 39:. Hydrant Required ....... Hydrant Size Existing 5 141 Fire Line Charge Required - Sprinkler Street Cut -7260 .......... Miscellaneous...... I., . .. 44 Reviewed By: . FIRE PLANNING ENGINEERING PURL C WORKS 0- R E C O R D OF C O N T A C T S 1 21 2 22 3 23 4 24 5 25 6 26 7 27 8 281 RW PERMIT # DATE ISSUED RECEIPT 9 29 10 30 11 31 12 32 13 PAID RECEIPT ! DATE 33 SS PERMIT /{ j DATE ISSUE RECEIPT 14 PAID $ RECEIPT # DATE 34 15 35 16 36 17 37 METER SIZE PAID $W DATE 1% RECEIPT 18 38 19. 39 20 40 ;,"�i',^t�i, �yq� �y t`.' _{{i�l''r. t��,y{,l t{�y C ��¢ <,. a,,/g•��'..i12 x'r3;. �-. ti.7': o->; '�'yj�[�y,• ` 1'?k�' , �, -:T ; I'L,,.S<+P�Vb�4✓�•��`..(�sfY�1 Cit r, fyEdmonds. t RIGHT-OF-WAY CONSTRUCTION PE MIT Permit Number. �^ Issue Date' A. Address or Vicinity of Construction: 1312 12 Av N ( 9522398 ) 18 B. Type of Work (be specific): Tngtal l 2"PF. TP Main frnm M ON to 1651N 9 19 c/1 viewland on 12 Av N then east to plat C. Contractor: Vagg tton Natural Gas Contact: Frank Swan Mailing Address: 1122 75 St 'SST Everett Phone: 447-3284 State License #: 98203 Liability Insurance: Bond: $ D. Building Permit # (if applicable): Side Sewer Permit # (if applicable): E. ❑ Commercial ❑ Subdivision ❑ City Project ki Utility (PUD, GTE, WNG, CABLE, WATER) ❑ Multi -Family ❑Single Family ❑ Other INSPECTOR: INSPECTOR: WN►TGu7 F. Pavement or Concrete Cut : ❑ Yes No G. Size of Cut: d � H. Charge $ 4, ' t APPLICANT TO READ AND 1ST INDEMNITY: Applicant understands and by his signature to this application, agrees to ho— d'the City of Edmond. harnil fr m injuri s damages, or q claims of any kind or description whatsoever, foreseen or unforeseen, that may be madg at the t`y of Edmons or any of its de tments or employees, including or not limited to the defense of any legal proceedings including f se .,.and torney fees by r�yn'bfgrc�ie jl his permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. Construction drawing of proposed work required with permit application. A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220. Work and material -is to be, inspected during progress and at completion. Restoration is to be in accordance with City Codes. �^ Street shall be kept clean at all times. Traffic Control and Public, shall be in accordance with City regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. I have read the above'statements and understand the permit requirements and the pink copy of the permit will be available on site at all t" or inspe ti n purposes. Signature: /� Date: 10--3-95 (Contractor or Agent) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR CITY USE ONLY APPROVED BY: �f1-ttTGVT7 TIME -AUTHORIZED: VOID AFTER QM 1-7 DAYS SPECIAL CONDITIONS: NA COMMENTS: �_t9/YlZe" RIGHT OF WAY DEPOSIT DISRUPTION FEE/FUND Ill: — RESTORATION FEE: PERMIT FEE: TOTAL FEE: —• (f) C RECEIPT FEE: :. DATE:.. .ISSUED BY • NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Eng. Div. 1994 FIELD INSPECTION NOTES I Comments• I Diagram (Fund 111 - Route copy to Street Dept.) CONTRACTOR CALLED FOR INSPECTION ❑ YES ❑ NO Partial Work Inspection by P.W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: f,'vi i +t+hT S }+• f" ; 1• ' - � : V:"�t . .t ,�•, ..• ♦ � ... 1', V f t �i�. � - �•''' ,,gyp.. '. . , �11 j' Y , � ,3 - ...'L :'' '-'� .. .• _ G�'�'{'E"� ,.4r1 nV y � , N,, x.V �, •4� �F� ff .f' -' 1 ^ ' � ,. � ., , "�•• ., it �. ikk Iµr�.,p�.-L 0 ' •x.{•'4 d. t.k - "' •'P A /i1 t� , ; / " r: 's.• r+ n •after yl�, I•. .' .•C,pv a'^-'1.1.%J�?;'ti�� ., •' _�,.° 1, _ .r. .r+„n• T �,,:7w-r7�� ,d{". x - •.L. ; N,. . �Yt_ • � .�` fYGQ�••l �.TV �•(•r'f`"',.,.♦';.. 'r 'A ., .P y;{.ti, y • k` «.. {... w t „�'• JAL, ? . 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'. ." ,°' f!, i� nf� . k^'t+ u•• 'iitt '#'�'§3'.-'f'•+'� V S f+'�.1 ,'i: yi- ,�.t 'r + •. i.ti� � .t.+±+.' t t, •�� ••; i' �i r '/!y'' �,i' Uy'^ ''iti.'�t�' t"~+�'�'3 AI�i4• ,jvC.sT.�•.(!r,-,� •'1.,; '(.' ,';�„ ,ram _•: '•�.'., '�`� �� // /!_'� (yi�A-'a',+,Qi nE I;, +�� ay ,». �'',� ,+�. _ ` ,+:�%r.'�' �`«J` rYw.�•Ki N'n,:rr��1 kc++��++� � 1 ,x} r i t'tt.t - .`� • , '"G �d ~14 rt--.� '�'.� r?t '� �,>'. �. i- �, f � •+ram _ a•✓•Tv .� Fy 4 P .R /•• 1 �'�'�'ri•%r;��t'� p.�.,� j :t,! � t J a •.I.; y w y ,'• ��."' `att+•': -•1.. �;�.., �N`V.. , 'yt, tx .,fit rz '�' j �,° fti ;F.� ' ,•1' tj r l; 't ��r' -r: _ t' `' �1 ;. •�,e 3l' ,} is 1 " •: � .h. •Y° .ti + 1 '' 4 sY ' i" ,�"y' i41;,ut Y •� �}Lj (/• ,., ' I. y o t , .. r }., � f+ � i' a :{,/ � ! �.i,v* I y, Ke 1 / I�: n j .. .. .. .. � • � - J ` .. f � 1 �aji ,t•t� 4 S , '[ '� '^`V ( �y..i.,�w-" � (,/r� ,� zy:v t .. j , ,,, r 1: L•''. No•� f' ��yg ,t��^�•a, J'\'n'' y .S �a:i; � fh ll• U',.P�dg•.`, �� r 1. f j tAr ki S N,4 -rk� a � � '' ., - ! yyj�(r }} kJ �r4 �t ral� °�•f �'�k}lfsQg}� .,: t ffl i •y. 1 . t �! al tt L� yaj �� . .� \ ,.: '• ,'-'o, Lc)T 7 !"'�.,�]r„r+''Vt /1,"}', L�.rj'; 1'f•-4/i.-• t'rr,•.. , ` �vi'i � s' 'wr.41'+rr�,t• 1 .�. STREET FILE Cozy OF EDMONDS CIVIC CENTER • EDMONDS, WASHINGTON 98020 • (206) 775-2525 DEPARTMENT OF PUBLIC WORKS Patricia 11. Goffette Northwood Homes, Inc. 6520 212th Street SW Lynnwood, Washington 98036 Dear Mrs. Goffett: HARVE H. HARRISON MAYOR February 4, 1980 Z:IIrL SUBJECT: A PORTION OF TRACT 25, PUGET SOUND MACHINERY DEPOT FIVE ACRE TRACTS In response to your written request of January 31, 1980, regarding the subject property, we provide the following information: 1. State'Route 525, known as Puget Drive, is located directly north of your property. 2. A City sanitary sewer trunk line is located in the right-of-way of Puget Drive that.could serve your site. 3. The "as built" drawing No.. 2.55A-01 titled sanitary sewer on Puget Drive indicated thatthe sanitary sewer trunk line is at a depth of 4-� feet. 4. Prior to,filing an application for a side sewer permit a six inch sanitary sewer lateral must be'provided to your property line at an appropriate location. If you have any questions please -contact Jim Adams, City Engineer, 775-2525, extension 220. Yours very truly, F RS�.H ZBERG, P.E. Director of Public Works WJN : j ak & ims dt. CE dt. .1p. .1 0 M I� Northwood Homes, Inc. January 31, 1980 Mr. Fred Herzberg Director of Public Works 200 Dayton Street Edmonds, WA 9802.0_ Dear Mr. Herzberg: 6520 212th St. S.W. Suite 3 Post Office Box 488 Lynnwood, WA 98036 775-0657 I am writing this letter as the result of a meeting and discussion with Mr. Bill Nimms and Mr. Bob Frank- lin regarding the availability of sewers to our prop- erty located on the southeast corner of Puget Drive and 12th Avenue. The legal description of this parcel is attached to this letter. We are in need of a letter from your department stating that sewer is definitely available to service this property. Mr. Nimms has informed us that he will have a study made as to the depth, size, etc. of the lateral that will probably be coming out of the main in Puget Drive, or from whichever direction this study will show as me.st feasible. Whatever you can do to expedite this request in your busy schedule will be greatly appreciated. Since , COR:THtWOOHOME I Patricia M. G fette President PMG/kg Encl: Legal Description JAN 311980 Built With Excellence Dir. of Public Works Northwood Homes, Inc. 6520 212th St. S.W. Suite 3 Post Office Box 488 Lynnwood, WA 98036 775-0657 THAT PORTION OF TRACT 25, PUGET SOUND MACHINERY DEPOT FIVE ACRE TRACTS,.A000RDING TO PLAT THEREOF RECORDED 1N VOLUME 5 OF PLATS, PAGE 47, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF SAID TRACT 25, 330 FEET WEST OF THE NORTHEAST CORNER; THENCE WEST 275 FEET; THENCE SOUTH 330 FEET TO THE SOUTH LINE OF SAID LOT 25; THENCE EAST 275 FEET; THENCE NORTH 330 FEET.TO THE POINT OF BEGINNING. Rt�G,k►v��. �� JAN 311984 of Public Works Quilt With Excellence oir. By order., of the BuildingOfficial al for the 5 Ct" f EdmondsY fY` All Per Are Ordered to xvwi xt 'k (( �y t ,.y ntjo Section202(d) of the. Uniforiii Building Code the Building Official for the Edmonds hereby orders all work'to STOP at the site listed below. - �Wn A B a n s � c > WAR_ NING allure to stop work, or.the ng of -work without permis r m theme Building, igial,x� e removal'`mutilation'or gtice ealment of s this i able�by fiimpne and iE " ment r ,nr � --�L• ,� +� ■' ,� it � � I �---�:��-- ; �, J � � STREETILE July 9, 1980 MEMO TO: Planning Department FROM: Engineering Division SUBJECT: COMMENTS FOR BOARD OF ADJUSTMENT, JULY 16, 1980 MEETING 1. CU-35-80 NINA GRADER - Conditional Use Permit for fillliing of more than 500 c u b i c yards at, ilJV 8�;18, Puget Dr�i ve, (RS-12 ) Additional information requested by Engineering at last Board of Adjustment Meeting has not yet been received. 2. V-16-80 MURIEL DANIEL MCCLINTICK - Variance from required lot width for RS-20 zone -and number of -lots served by�a private easement atL17029 76th Avenue West.(RS-12/RS-20) Engineering has no comment concerning the lot width aspects of this variance request. This private access road consists of 171; feet of existing pavement in a 30 foot easement.` The road will serve up to 5 lots. There are no site distance problems at the sight. There does appear to be a slight sliding from the bank on the, east side of the pavement and it will be the responsibility of the various private property owners to keep this and any other problems maintained at their own,expense. Engineering does not object to this variance. 3. V-20-80 FOLSON'S.._FOODS..INC. ; Variance from required sideyard setback ,at 22828 100th,.Avenue West (BN) Engineering does not object to this variance request. The 20 foot setback.from SR-104 is required to facilitate a new loading facility in conjunction with the Olson's Food Inc. expansion. Note: The truck,routes into the City do not include the use of SR-524 (196th' St.) (See attached resolution). Olsons should not plan for their trucks to come from Lynnwood, down SR-524 and;up SR-104 to this store. Prior to final approval the Engineering'Division requires further information on the access of trucks,to the site. FII�COPY *�tTREET FILE j June 10, 1980 MEMO T0: Planning Department FROM: Engineering Division SUBJECT: BOARD OF ADJUSTMENT CMIIENTS FOR MEF.TI11G OF JU14E 18, 1980 V-15-80 RON & JACI:IE_.WILLIA11S - Variance from required sideyard set- back at,,1315 9thAvenue North. Proposal would make the existinf; };ar.age into a non -con- forming structure. Engineering lias no further comment on this variance. V-17-30 EUGENE PAGANO _V,ar.iance,gfrom required sidevard setback at- + - t -- venue .West:-T-' Engineering has no objection to this variance. V-18-80 GARY A._ VISSER,_ J.R. ..._Variance from required rearyard set- back at 82nd Place West. Engineering has no objection to this variance provided that no permanent construction is cont.empla,t.ed to cross exist- ing ten foot wide utilities easement. 1 • V-19-80 liA11 TIER' S CONSTRUCT -ION- t--_Variance from required sideyard setback at t ' g"treet S.W.- .7 Engineering can see no technical difficulty in developing a lot of this large a size either with or without the re- quested variance. Fifteen foot dedication at North end of property would .be required if property is subdivided, CU-35-80 NI14A GRADER - -Conditional-Use Permit.-for..filling of -more than cubic -yards at1203-13..Puget :Drive. Site review by Engineering staff disclosed an apparently re- cent fill of larger extent than that which is shown on ap- plicant's drawings. An existing; large spring or stream crosses the fill between -,lines shown as Sections A -A and A-B on applicant:'s plan: This stream is fed by several " Memo to: Planning Department From: Engineering Division Subject: Board of Adjustment Comments Page -2- CU-35-80 (cont'd.) for Meeting of ,Tune 18, 1980 smaller streams to the South of specified fill area, and uphill from the fill area. This area to the South is very wet and boggy and Engineering considers that inade- quate provisions have been proposed for intercepting the many streams and for carrying the water through the fill in a manner that would prevent saturation of the fill. This is further evident by the wet and loose character of the fill which has already been placed. There is al- so evidence of fill placed over boggy areas as well as over stumps, debris and other organic material which may aggravate the stability of the fill. Such debris should be removed before fill is placed. Drainage lines shown on applicant's plan do not appear to reflect conditions as observed on the site. Staff hydraulics engineers' comments are as follows: Elevations: Contour line labeled "0" becomes a line labeled —"Y"; fill should remain above low point elevation on 12th Avenue North. Land -Stability: Any slopes over 30 percent in this area are classified as presenting severe landslide hazards. Slopes shown on applicant's plans indicate up to 80 per- cent slopes in the fill area. Erosion Control: To prevent sediment from entering the streams within the property, exposed soil surfaces should be provided with erosion control measures. Drainage out- lets require proper design of measures to prevent scouring. Drainage: Properly designed details are required to pre- vent sediment buildup in cross -drain pipes, 3 uch details should be shown at all inflow locations, around pipe per- forations, and at pipe ends. Drain lines extending through the fill should be tight lines to prevent saturation of the fill. Proper measures should be designed to prevent street runoff from entering the site. On slopes over. 15 percent, drain lines should be tight -lined to the valley floor and proper anchorage of lines should be designed and specified on the drawings. Prior to.proceeding with the installation of any further drainage provisions, or the placing of any additional fill, applicant must submit to the City for review and approval a detailed.plan prepared by a licensed Professional Engineer who is qualified to address the several problems evident on 4w Y 0 Memo to: Planning Department • From: Engineering Division Subject: Board of Adjustment Comments for Meeting of June 13, 1980 Page -3- CU-35-30 (cont'd.) this site. The plan should be supported by such an engi- neer's calculations for runoff and for the sizing of drain- age piping. DAMES E. ADAMS, P.E. City Engineer POIg1 j f duo. ��,,:r� e, /,o/s 0 P.O. Wilson Dt 0 z , 7Z L-t VA &Arr-, Y vlAa I dr- 714 Y" 43 VI :,iUTTC . ... . ...... I ey; r" AS Cur µj"� �-T�p,, �.;��. ia�,� N TJOKI IJ(4 uwrf,�IA luf S41 -5 529IF 1=lze STREET FILE MEMO TO: FILE FROM: Jeannine L. Graf, Acting Building Official �f�y DATE: October 15, 1992 RE: Grader Subdivision 5-1-88 Pursuant to Chapter 21.105.010 of the ECDC, the Building Division has been requested to determine original undisturbed soil for the subject subdivision. The 1988 subdivision topography map, prepared by Jeffrey T. Treiber, is hereby established as the authoritative document to determine original undisturbed soil contours. All height calculations submitted to the City for review shall use these established grade contours. /) /"Ar- Epp/t�.¢ir�/fisu 0 Z-&�I4eome y 3� C��tIL ux 7 C� Togo 11/14W 21.105 CHAPTER 21.105 "U" TERMS 21.105.010 UNDISTURBED SOIL Undisturbed soil means the condition of the site at the time a building permit application is made to the city, before any site work occurs. However, where the site has been altered by grading, cutting, or filling or similar activities before the application for a building permit, the building official shall make the determination from then available data of the mean elevation of the undisturbed soil. If the undisturbed soil elevation is not readily determined due to demolition of an existing structure, the contours may be reconstructed by the building official to coincide with adjoining topography to determine the undisturbed soil elevations. If the proposed structure occurs where no setbacks are required, the elevation the surface (sidewalk, alley, or soil) of the property line at nearest the intersection of the sides of the building height rectangle will be considered undisturbed soil. Where the building official deems it necessary, he shall have the right require establishment of a datum point from which all height measurements shall be made. 21.105.115 USABLE SATELLITE SIGNAL of or to A usable satellite signal is a satellite signal which when acquired by the use of a properly installed, maintained, and operated satellite television antenna of a high quality readily available on the public market and when viewed on a conventional television set is at least equal in picture quality to that received from local commercial television stations or by way of cable television. (Ord. 2526 §2, 1985.1 21.105.020 USE Use means the purpose land or building or structures now serve or for which they are occupied, maintained, arranged, designed, or intended. (See also, Accessory Use, Conditional Use, Commercial Use, Permitted Use, Primary Use, Private Use, Secondary Use.) 21.105.030 USED CAR LOT (OR SALES) Used car lot (and Used Car Sales) means any place outside a building where two or more used automobiles are offered or displayed for sale. 381 BUILDING DIVISION TELEPHONE/VISIT RECORD p STREET FLE . DATE /Q� Z Z-! TIME PERSON CALLED TIM F COMPANY TELEPHONE # PROJECT RE: IL 2/ G/hwS FILE COMMENTS: CALL TAKEN BY: V74 J94= VISIT DATE PROJECT SUBJECT FILE COMMENTS: CITY REPRESENTATIVE: TIME LOCATION WHOM/COMPANY I BUILDING DLV IflN--EtE E ISIT RECORD DATEy�l l TIME PERSON CALLED /nll � COMPANY TELEPHONE # PROJECT RE: I I-cllr h1m / %6 cgv6Lb TZ:> sa /1As��q-��a✓ i3or� � old Wr��K�✓� r91fs 5 lr� �✓�i�,✓e�-- 3) Chi �f �cc ��✓sd� �� I FILE COMMENTS:0( Al allie-11 ckd 4�41 :d f Goa 4e dr�ec� .So�� i��ozT CALL TAKEN BY: LZY5/�`— ************************************************************************** VISIT DATE PROJECT_ SUBJECT FILE COMMENTS: CITY REPRESENTATIVE: TIME LOCATION WHOM/COMPANY STREET FILE CITY OF EDMONDS ENVIRONMENTAL CHECKLIST A. BACKGROUND 1. Name of proposed project, if applicable: G16� air- vIZT �C,A� 2. Name of applicant: 3. Address and phone number of applicant and contact person: 4. Date checklist prepared: 8 — If — 222 5. Agency requesting checklist: City of Edmonds. 6. Proposed timing or schedule (including phasing, if applicable): (STAFF COMMENTS) 7. Do you have any plans for future additions, expansion, or further' - activity related to or connected with this proposal? If yes, explain. (STAFF COMMENTS) r.Wk'IT11(LR_Q1 rAACTFR Aanc 1 nF 19 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. (STAFF COMMENTS) 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. (STAFF COMMENTS) 20. List any government approvals or permits that will be needed for your approval, if known. (STAFF COMMENTS) 11'. Give brief, complete description of your proposal, including the proposed- uses and size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (STAFF COMMENTS) CHKLT/10-8-91.MASTER Page 2 of 26 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide range or boundaries of the site(s). Provide legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. ( STAFF COMMENTS) TO BE COMPLETED BY APPLICANT B. ENVIRONMENTAL ELEMENTS 1. Earth a. General_ description of the site (circle one): Fla , rolling, hilly,.steep slopes, mountainous, other: (STAFF COMMENTS) b. What is the steepest slope on the site (approximate percent slope)? i� raL (STAFF COMMENTS) rUV1T11n_Q_Q1 nnnCTCo D.-- I "F nG C. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note_any prime farmland. (STAFF COMMENTS) d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. �d (STAFF COMMENTS) e. Describe the purpose, type and approximate quantities of any filling or grading proposed. Indicate source of fill. C� u O�J t7�1 l 0 00 (STAFF COMMENTS) f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. �D ( STAFF COMMENTS) CHKLT/10-8-91.MASTER Page 4 of 26 g. About what percent of the- site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? O 25 b (STAFF COMMENTS) h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: (STAFF COMMENTS) 2. AIR a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) .during construction and when the project is completed? If any, generally describe and give approximate quantities if known. V0Q QG QK)STrZvc.TT1D01 (STAFF COUNTS) b. Are there any off -site sources of emissions or odor that may effect your proposal? •If so, generally describe. QC) ( STAFF COMMENTS) C. Proposed measures to reduce or control emissions or other impacts to the, if any: f�0 I!J C (STAFF COMMENTS) 3. WATER a. Surface: (1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. �Tr¢,�+"'► rho (STAFF COMMENTS) (2 ) Will the project require any work over, in, or adjacent to (within'200 feet) the described waters? If yes, please describe available plans. (STAFF COMMENTS) (3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or .wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. 00si CHKLT/10-8-91.MASTER Page 6 of 26 (STAFF COMMENTS) (4) Will the proposal require surface water withdrawals or diversions. Give general description, purpose, and approximate quantities if known. I� �b (STAFF COMMENTS) (5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. (STAFF COMMENTS) (6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type 'of waste and anticipated volume of discharge. (STAFF COMMENTS) b. Ground: (1) Will ground water be withdrawn, or will water be discharged to ground water? . Give general description, propose, and approximate quantities if known. IJb r`uvfT/1n_0.01 OIIIcTrn ;I_ -+ -- n1 (STAFF COMMENTS) (2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.). Describe the general size of.the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. ( STAFF COMMENTS) C. Water Runoff (including storm water): (1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (including quantities, if known). Will this water flow into other waters? If so, describe. (STAFF COMMENTS) (2) Could waste materials enter ground or surface waters? If so, generally describe. (STAFF COMMENTS) CHKLT/10-8-91.MASTER Page 8 of 26 d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: (STAFF COMMENTS) 4. Plants a. Check or circle types of vegetation found on the site: deciduous tree: alder, maple, aspen, other: evergreen tree: fir, cedar, pine, other: Shrubs l grass aasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other: water plants: water lily, eelgrass, milfoil, other: other types of vegetation: (STAFF COMMENTS) b. What kind and amount of vegetation will be remove or altered? rwI(IT/1n_R-41 MAATFR Uarro Q nf 99 ( STAFF COMMENTS) C. List threatened or endangered species known to be on or near the site. (STAFF COMMENTS) d. Proposed landscaping, use of native plants, or other materials to preserve or enhance vegetation on the site, if any: (STAFF COMMENTS) S. Animals a. Check or circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: .hawk, heron, eagle, songbirds, other: ' N� —mammals: deer, bear, elk, beaver, other: N� fish:bass, salmon,.trout, herring, shellfish, other: No (STAFF COMMENTS) CHKLT/10-8-91.MASTER Page 10 of 26 b. List any threatened or endangered species known to be on or near the site. �D (STAFF COMMENTS) C. Is the site part of a migration route? If so, explain. �l c� (STAFF COMMENTS) d. Proposed measures to preserve -or enhance wildlife, if any: A - (STAFF COMMENTS) 6. Energy and Natural Resources a. What kinds of energy (electric, natural as, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. ( STAFF COMMENTS) b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. (STAFF COMMENTS) C. What kinds of energy conservation features are included in the plans of this proposal? L�� s P� (STAFF COMMENTS) 7. Environmental Health a. Are there anyenvironmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so describe. (STAFF COMMENTS) (1) Describe special emergency services that might be required. (STAFF COMMENTS) CHKLT/10-8-91.MASTER Page 12 of 26 (2) Proposed measures to reduce or control environmental health hazards, if any: (STAFF COMMENTS) b. Noise (1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Nw �1 ( STAFF COMMENTS) (2) What types and levels .of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. KJ D A-) C-5 (STAFF COMMENTS) (3) Proposed measures to reduce or control noise impacts, if any: N ( STAFF COMMENTS) _ r.WWf T/In-R-Q1 11�ACTFR Doric 1 Z r.f 7� 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? (STAFF COMMENTS) b. Has the site been used for agriculture? If so,' describe. (STAFF COMMENTS) C. Describe any structures on the site. (STAFF COMMENTS) d. Will any structures be demolished? If so, what? (STAFF COMMENTS) e. What is the current zoning classification of the site? CHKLT/10-8-91.MASTER Page 14 of 26 (STAFF COMMENTS) f. What is the current comprehensive plan designation of the site?' (STAFF COMMENTS) g. If applicable, what is the current shoreline master plan designation of the site? (STAFF COMMENTS) h. Has any.part of the site been classified as an "environmentally sensitive" area? If so, specify. (STAFF COMMENTS) i. Approximately how many people would reside or work in the completed project? (STAFF COMMENTS) r141C1 T11(1_R_Q1 KAACTFR D- 1 G r.F 09 j. Approximately how many people would the completed project displace? 0 0 LOkE, (STAFF COMMENTS) k. Proposed measures to avoid or reduce displacement impacts, if any: (STAFF COMMENTS) 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: (STAFF COMMENTS) 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. (STAFF COMMENTS) CHKLT/10-8-91.MASTER Page 16 of 26 b. Approximately how many units, if any would be eliminated? Indicate whether high, middle, or low-income housing. (STAFF COMMENTS)_ C. Proposed measures to reduce or control housing impacts, if any: (STAFF COMMENTS) 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principle exterior building material(s) proposed? '225 (STAFF COMMENTS) i b. What views in the immediate vicinity would be altered or obstructed? 19 (STAFF COMMENTS) CHKLT/10-8-91.MASTER Parrs 17 of 7f, I C. Proposed measures to reduce or control aesthetic impacts, if any: 11. Light. and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? (STAFF COMMENTS) b. Could light or glare from the finished project be a safety hazard or interfere with views? (STAFF COMMENTS) c. What existing off -site sources of light or glare may affect your Proposal? Wo ( STAFF COMMENTS) _ CHKLT/10-8-91.MASTER Page 18 of 26 d. Proposed measures to reduce or control light and glare impacts, if any: (STAFF COMMENTS) 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? L)o o ( (STAFF COMMENTS) b. Would the proposed project displace any existing recreation uses? If so, describe. j'J0 (STAFF COMMENTS) C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: (STAFF COMMENTS) 11UVI T/1/1 0 n1 AAACT— A....... l n _t 11 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. No (STAFF COMMENTS) b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. (STAFF COMMENTS) C. Proposed mgasures to reduce or control impacts, if any: (STAFF COMMENTS) 14.- Transportation a. Identify public. streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. A11 I'7, . A ). 1.1 t) D - Vil ��! <:ZIP- 4::;7 ll (STAFF COMMENTS) CHKIT/10-8-91.MASTER Page 20 of 26 b. Is site'currently served by public transit? If no, what is the approximate distance to the nearest transit stop? (STAFF COMMENTS) C. How many parking spaces would the completed project have? How many would the project liminate? (STAFF COMMENTS) d. Will the proposal require any new roads or street, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). (STAFF COMMENTS) e. Will the project use or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. (STAFF COMMENTS) CHKLT/10-8-91.MASTER Paae 21 of 26 f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. (STAFF COMMENTS) g. Proposed measures to,reduce or control transportation impacts, if any: (STAFF COMMENTS) 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools; other)? If so, generally describe. (STAFF COMMENTS) b. Proposed measures 'to reduce or control direct impacts on public services, if any:. (STAFF COMMENTS) CHKLT/10-8-91.MASTER Page 22 of 26 16. Utilities a. Circle tie ur natur_ a_gas; septic system, other: (STAFF COMMENTS) e at the site: \E telephone, sani b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. IR, Q— I � �-lt—. Plc (STAFF COMMENTS) C. SIGNATURE The above answers are true and complete to the best of my knowledge. I un stand tha th ad a y is relying on them to make its decision. r Signature of Proponent Date Submitted / CHKLT/10-8-91.MASTER Page 23 of 26 D. SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (do not use this sheet for project actions) Because these questions are very general, it may be helpful to read them in conjunction with the list of the elements of the environment. When answering these questions, be aware of the extent the proposal, or the types of activities likely to result from the proposal, would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in,general terms. 1. How would the proposal be _likely to increase discharge to water; emissions to air; production, storage, or release of toxic or hazardous substances; or production of noise? Proposal measures to avoid or reduce such increases are: 2. How.would the proposal be likely to affect plants, animals, fish, or marine life? Proposed measures to protect or conserve plants, animals, fish, or marine life are: 3. How would the proposal be likely to deplete energy or natural resources? CHKLT/10-8-91.MASTER Page 24 of 26 Proposed measures to protect or conserve energy and natural resources are: 4. Now would the proposal be likely to use or affect environmentally sensitive area designated (or eligible or under study) for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitat, historic or cultural sites, wetlands, floodplai.ns, or prime farmlands? 00 Proposed measures to protect such resources or to avoid or reduce impacts are: S. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? Proposed measures to avoid or reduce shoreline and land use impacts are: +J JAC- 6. How would the proposal be likely to increase demands on transportation or public services and utilities? CHKLT/10-8-91.MASTER Page 25 of 26 Proposed. `measures to reduce or respond to such demand(s) are: N 4 4s,-- 7. Identify, if possible, whether the proposal may conflict with local, state, or federal laws or requirements for the protection of the environment. CHKLT/10-8-91.MASTER Page 26 of 26 STREET FOLD,, CITY OF EDMONDS z rEiE /� PERMIT CONSTRUCTION PERMIT APPLICATION JOB NUMBER OWNER NAME/NAME OF BUSINESS ADDRESS -2�&i) rJ, TTY ZIP TEI c�TT LE 9Kiu� ADDRESS 6�cjo,-33 f.�c�RMa CITY LICENSE NUMBER LA ILr- L D Description of Prooartv - inr X0 3 S 1-07 940541 PHONE NUMBER - PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP, EXISTING REQUIRED DEDICATION PROPOSED I r�-I I��1 IG (/ TESCP Approved RW Permit Required Street We Permit Req'd Infpectipn Rsquir00 $idewalt Required D `D D 0 REMARKS SHONE NUMBER °% _ U� I I ENGINEE IN ME 0 D ED REVIEW BY HMETEg S►ZE �� .7�Y/L,I BUILDING SUPPLY SIZE �� NO. Oi FIXTURES ile— HQNE NUMBER EXPIRATION DATE / ' 1 r y- l-v 5..� SIGN AREA ALLOWED PROPOSED SEPAF COM E easements l�/ l✓ 5-i- VARIANCE,OR CU �A NIN S€TBACKK/S: F�F,ET �ONT G /SIDE`-� IOREAR G / Parcel No J / t✓C�i G —C� G� REMARKS NEW OADDITION OREMODEL RESIDENTIAL COMI,AEgCIAL APT. BLDG.SIGN PLUMBING YYWWWI MECHANICAL O REPAIR DEMOLISH Ej G 1 (/ " CYDS. El INSERTTOVE I FENCE X—Fn O SWIO HOTT TUB/SPA CHECKED BY RPECIAL INSPECTOR TYPE OF CONSTRUCTION AREA oCCUPANCY� CODE / GARAGE RETAINING WALL/ OUIREDGROUP / LOAD r►'Q�JjJa YES DJ OAFiFFCtiT � ROCKERY El 'RENEWAL MARKS 0 ggqg (TYPE OFCcUSE. BUSINESS OR ACTIVITY) EXPLAIN: PROGRESS INSPECTIONS PER UBC 305 J W OFg�� NUMBERRITICAL /w/,/t /�(y1A %L� �[ 0 OF DWELLING AREAS - '�� ' �" 4w/ 11110 q( WAIJR` m0 STORIES UNIT$ NUMBER DESCRIBE WORK TO BE DONE (ATTACH LOT PLAN�)) /V.S UC SF �CSICYiVC.Q SD/�14 �7 ` G- FINAL INSPECTION REQUIRED T.SLg°r "I Z- I VALUATION FEE //0f6 W C vz& PLAN CHECK FEE HEAT SOURCE: GLAZING BUILDING Q(1 e/D �r (J(J ✓ PLUMBING Plan Check No. n/ `z MECHANICAL This Permit covera work to be done on private Property ONLY, Any construction the GRADINGIFILL on public domain (curbs, sidewPlks, driveways, marquees, etc.) will require seperate'permisslon. STATE SURCHARGE rf'� Permit Application:180 Days' �+ Permit Limit: 1 Year - Provided Work Is Started Within 180 Days STORM DRAINAGE FEE "Applicant, on behalf of his or her Spouse, heirs, assigns and successors..in interest, ENO. INSPECTION FEE H agrees to indemnify, defend and hold w harmless, the, City of Edmonds, Washington,. its officials, employees, and agents from any and all -claims for damages of = Whatever nature, arising directly or indirectly from the issuance this c of permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirement of any city ordinance PUN CHECK DEPOSIT 51f G �+ i nor limit in any way the City's ability to enforce any ordinance provision." ID TOTAL AMOUNT DUE 1 hereby acknowledge that I have read this application; that the information given is correct; and that I am the owner, or the duly ATTENTION APPLICATION APPROVAL authorized agent of the owner. I agree to comply with city and State laws regulating Construction; and In doing the work authoriz• ed thereby, no pars n will be employed in violation of the Labor THIS PERMIT AUTHORIZES This application is not a permit until C0 of the State ashi{Itg rel n to Workmen's Compensa- I n nsur nCe. ONLY THE signed by the Building Official or his/her WORK NOTED Deputy; and fees are paid, and receipt is ! :• SIG A7URE AGEN DATE SIGNED S7ATURE AG7/EDMONDS INSPECTION acknowledged in space provided. DEPARTMENT :17R IG URE DATE / ATTENTION CALL FOR ELE4, •r By_ DATE IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE INSPECTION UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR 771-0220 A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC ORIGINAL — Flle YELLOW — inspector CHAPTER 3. PERMIT APPLICATION REQUIRE f r- T REST FILE TO: Permit Coordinator, Building Division A FROM: Lyle Chrismaa, Engineering Inspector OWNER �J"� ( PLAN CK it ADDRESS: I3� Z I �� l DATE: Iq AUAC7 After review of the subject permit application, the following requirements mustbe met. 1. Construction hours are: WEEKDAYS .......... 7:00 A.M.-10:00 P.M. WEEKENDS/HOLIDAYS ..... 10:00 A.M.-6:00 P.M. 2. A separate RIGHT-OF-WAY- Construction Permit is required for all work on Publicproperty. (ECDC 18.60) 3. Truck haul route plan must be submitted and -approved prior to permit issuance. 4. Builder/Owner is responsible for containing all \ Temporary runoff and erosion control on site. (ECDC 18.30.030d) S. NO WORK SHAM BE DONE WPIHIN IS FEET OF STREAMS OR 10 FEET FROMANY CLOSED DRAINAGE FACIL- ITY. BUILDERIOWNER IS REPSONSIBLE FOR IDENTIFYING CONDTIIONS ON THE DRAWING. (ECDC 18.30.50G) 6. FILTER FABRIC FENCE SHALL BE INSTALLED AND INSPECTED PRIOR TO CLEARING AND CONSTRUCTION. (ECDC 18.30) 7. INSPECTIONS ARE REQUIRIm ON STORM DRAINAGE SYSTEMS, TIGHTLINE.S, FOUNDATION DRAINS, AND CATCH BASIN INSTALLATION INSPECTIONS ARE REQUIRED PRIOR TO BACSFILLING. (ECDC 18.30) 8. Repair or replace all defective existing curb, gutter, and sidewalk adjacent to the property. If an intersection is involved a handicap ramp may be required. Contractor shall meet with the City Engineering Staff to determine the extent of repair prior to issuance of the permit. (ECDC 18.90) 9. Driveway slope shall not exceed 14 % without a waiver. Every attempt should be made to keep the slope below 14 . Waiver granted to %. (ECDC 18.80.060D) 10. Driveways must be paved from property line to City RIGHT-OF-WAY. A separate perimit is required. (ECDC 18.80.060C) 11. INSPECTIONS ARE REQUIRED ON DRIVEWAYS AND SIDEWALKS PRIOR TO AND AFTER POURING. (ECDC 18.30) 12. No burning of construction refuse without a permit from the Fire Department. 13. Connection to City water system is required. There is a separate charge for the water meter. (ECDC 7.30) 14. A back water valve is required if downstairs plumbing is below the elevation of upstream manhole. (ECDC 7.20) 15. Water and sewer main lines should be separated by 10 feet minimum. (ECDC 18.10) 16. Connection to the City sanitary system is required. A separate permit -is r uired. LID// Fees paid: Yes No Charge (ECDC 18.10j 17. Underground wiring is required on all new construction; and for additions, alterations, and repairs that exceed 50% of the total assessed value of the structure. (ECDC 18.05.010) 18. A FINAL ENGINEERING INSPECTION IS REQUIRED PRIOR TO THE BUILDING DIVISION GRANTING OCCU- PANCY OF THE BUILDING OR STRUCTURE. (ECDC 18.90) 19. Y i �1 ti 6 -el R) 20. May 12, 1993 Mr. Michael Rand 2318 North 44th Street Seattle, Washington 98103 Re: Three Lots Off 12th Avenue N., Edmonds Dear Mr. Rand: By/ 11VO AUG 13 00 A 1993 You are preparing plans and documents to submit for building permits on three homes within the City of Edmonds. I have been aware of the project for a year or more and I have advised you of the need to test drill the building sites as part of the design process. Recently you authorized me to explore subgrade conditions and to make recommendations for foundation design. This report describes the investigative procedure, the soil conditions, -and the significance of those conditions as they relate to structural foundation design for the three homes. Introduction Page five of this report is a partial, reduced copy of the March 6,1993, survey by Columbia Land Surveying and Engineering. The underground utilities are in place and the private dead-end street is completed except for the surface asphaltic cement that will be laid over existing ATB. Plans for the three houses are being finalized as this report is in progress. You pointed out the approximate ground locations of the footprints and described grading plans for each lot. Lot 1 will have a garage directly east of the end of the access street and the house will step up to the south to accommodate existing terrain. Lot 2 will have a daylight basement and will fall entirely below existing grade. Lot 3 will have a garage basement along with the north (downslope) side and will have crawlspace south of the basement. As part of the road and utility work you have done, you enhanced stability of the site with the installation of underground drains and drainage blankets. Prior to that the soft, saturated surface condition precluded access to any type of wheeled construction equipment. JAMES EATON, PE 9% GEOTECHNICAL SERVICES (206) 682-6942 Box 126 • Hobart, WA 98025 Mr. Michael Rand Page 2 May 12, 1993 Subsurface Conditions As a routine part of this investigation, I referred to Department of Natural Resources Geologic Map, GM-14, Preliminary Surficial Geologic Map of the Edmonds East and Edmonds West Quadrangles. Snohomish and King Counties, Washington. That publication shows that the project area is underlain from the highest, to lowest site elevations by a "formation" of dense sand known as the Esperance sand. That map designation is consistent with surface and subsurface evidence. From the lower reaches of the test borings, it appears that there is a gradational contact below the sand and the deep soil is silt hardpan. The issuance of water in the form of springs along the creek and 'the creek bank a considerable distance to the south is a natural consequence of the permeable/impermeable soil relationship. Natural gravity processes, including landsliding and stream cutting, produced the natural topography. Natural terrain has been modified with construction of houses along the highbank south of your property and with grading and fill placement below. The dense sand and/or hardpan known to underly all three lots is highly stable with respect to any type of hypothetical earthslide, erosion, or liquefaction; it has extraordinarily high bearing strength. Slide debris, colluvium, topsoil, and fill that appear to have maximum combined thickness in the range of 5 to 6 yards are less dependable and generally inferior to the deep undisturbed materials with respect to engineering properties. Test borings were made at locations shown on page five. These were drilled using truck - mounted, hollow auger equipment with standard penetration sampling apparatus. Logs of the borings are presented on pages six to nine. The numbers shown in parentheses are the penetration resistances for six-inch increments. Test drilling was done following a time of rain. After completion of drilling but before the holes were backfilled, groundwater observations were made. Given sufficient time, surface and near -surface seepage would probably have filled the boreholes to the ground surface. For purposes of this investigation, it would be more accurate to consider the depth to saturation between 7 and 17 feet, roughly paralleling the dense or hard undisturbed surface. It appears that your drainage efforts were highly effective at desaturating the upper two yards or so. Mr. Michael Rand Page 3 May 12, 1993 Conclusions and Recommendations In my opinion, all three lots are underlain by stable soil at reasonable and practical depths to permit development as you. propose. Barring some type of human act of gross carelessness, I see no foreseeable risk to any of your proposed homes from above. Your road, the improvements beneath the road, and the drains you have installed all have had stabilizing effects with respect to gravity movements beneath or below the homesites. By implementing the recommendations herein, the homes will be dependent only on soils that are believed to have a high degree of stability. The least favorable condition is at Lot 1 and the most* favorable is at Lot 3. Pile foundations will be required for Lots 1 and 2 and a modified deep footing foundation is advised for Lot 3. There . will be a substantial setup cost for foundation installation on Lot 1; you may find it cost-effective to apply the recommendations of Lot 1 to Lots 2 and 3. Augercast piles are recommended on Lot 1. These will develop axial capacities from friction and tip bearing in hard or highly dense native soil. For design purposes, I recommend that all piles penetrate into dense or hard soil at least 5 feet, that each pile be a minimum of 16 inches in diameter, that each be inspected at the time of installation to verify compliance, and that allowable axial loads of 25 tons be assumed for all. I will coordinate with the structural engineer about other details. The Lot 2 house could be founded on augercast piles according to the criteria above or on driven needle piles. Depending on the diameter and procedure, axial allowable capacities for needle piles would be in the range of 2 to 2-1/2 tons. If it appears that needle piles are opted, I will coordinate about design particulars. On Lot 3, it will be possible to trench north -south running trenches into dense or hard soil and to promptly fill the trenches with concrete; each trench would be at least 18 inches wide. The spacing would be dictated by structural economy. The slurry trenches could be viewed as either improved soil on which spread footings are to be poured or as uniquely shaped deep footings. Implementation should include inspection to verify deep bearing. Of course, piles are another option. Properly filtered footing drains and full -height permeable backfill will be required on all three houses. If there is a requirement for structural engineering of retaining walls, I will develop design parameters later. - I u Mr. Michael Rand Page 4 May 12, 1993 Please provide me with copies of all plansheets that incorporate recommendations of this report. Yours very truly, �CIA� J�s Eaton, P.E. 32-7671 Six copies submitted JE/mer/701 '�� +�1 . O��S 9FGiSTEP��C NAI. E EXPIRES 1A - xY - �/ TOPOGRAPHIC SURVEY FOR ROBIN KEARSLEY Water line C U A r C D A T• / sanitary *aver line LAKLI %*401us 1 AM•LC 1 CMOaD 1 CMD. to 1 T•MCICwT I AMC 1. . A I aa0.28 1 ••SS'a2- 1 7a.S8 l e 6or af•al-e 1 ae�. as 1 7t.te gas line 8 1 aa0.28 1 12.17.17' 1 fa.2S 1 s 7r areal-• 1 a7.af 1 e1.aa .ld c 1 410.28 1 11•a0•S7. 1 ee.a2 1 8 ea•aa•ae-• 1 as.oa 1 e1.77 store eewr ai ewer ground paver to l epnone contour line L I M C T• e L[ LAKL 1 8 Sa�2a17 aa'• 10181AMCE osed contour line 65 fenea / S. 524 '10 -asbi R e *ad Dlu• life C a stake ►YTIyC St • 1 ` I vent In steel case CEMCMi� *■. a0• K ' eewr ., ff 27.fai e1.fs. 20 20 1 2e.362.eo.ft. I 22.917 e•.ft. 1 *1. 220.40 .• 3 .2 • o • 46 _ lop qq !� weeuwrld•l � � 4� � a • �Ir sib rnqo P� toner•%* cu" • ter -ai y.0 f tneodellta • w�• / %nee *ea*urinn•e a• • rift drain MM v ana Cal 1*reted O • ( oapnall • .1• D1us rC usea s rle n $'.11 • 2I3.37 (( Jit\V1, 1ta collector 4 225. 1 Daw ant qk • j 1w 1. M*D drs%n easement , se ,omens 11 rle CO n 11ny. I • 223.82 ; ■ . • P and lr i>K , • !1 A ■ At: y it ■ W r • lTtf ICATC eoresants • wrrw ulQ e *!rear _� • • ofta ar gIr•ctlIn SCALE iM /QT reor•*ents o1 r ' •et at tee request o J A 'SS • T G H •7 r t O- 10 20 AO ensgaMEn its 0. ■alsdarff 0 1. p • sit t ;`.__ r — q it ■ J au ■ !•eta L ,� ■ isc a ' NE 1/ es• •s • zse a es•sa•se- ire 01 Boring 1 0' - Variable gray fine and very fine sandy silt with occasional gravel (fill) 2.5' (8) 8 (8) Silty fine to medium sand with gravel 7.5' (2) (2) (4) Grades less silty 12.5' (4) (4) (8) 17.5' (6). (10) Brown slightly silty fine to medium sand (17) 22.5' (5) (11) (17) 24' - Completed May 4, 1993. Groundwater (short-term observation) 17 feet. C1� Boring 2 Variable brown and gray mixture of silt and sand with gravel 2.5' (8) (10) _ (12) 7.5' (6) (12) Mostly sand (18) g1± 12.5' (10) (17) Brown fine and very fine sand (31) 17.5' (16) (29) (50/5-1/2) 19, - Completed May 4, 1993. Groundwater (short-term observation) 5 feet. This is believed to represent surface saturation. True water table estimated at 16 feet. k Boring 3 Variable brown and gray silt -sand mixture. 7.5' (3) (3) 8' (3) Brown fine and very fine sand Groundwater entering hole from about 11-1/2' 12.5' (6) (8) (12) 17.5' (3) (6) Clask of gray silt in otherwise clean brown sand (7) 22.5' (7) (17) (27) 27.5' (15) (27) 28' (31) Brown horizontally layered silt 29' - Completed May 4, 1993. Groundwater estimated at 11 feet. Boring 4 C� Highly variable silt -sand -gravel 2.5' (2) (5) (5) 7.5' (2) Brown fine to medium sand' (3) (7) 12.5' (12) (22) (24) 17.5' (9) " (23) (34) Silty stringers 22.5'. (18) (30) (36) 24' - Completed May 4, 1993. Groundwater estimated at 7 feet. -R PROJECT REVIEW CH FILE 1993 ECKLISTSTREE ow igaw aw 1 K- � r-? PLAN CHECK #: fl&-/k PROJECT ADDRESS: RECEIPT DATE: REVIEW D BY: nt a ate PLAN. WATER COMMENTS FIRE BLDG. SEWER STREET ENG. Setbacks/Variance/Setback Adjustment Conditional Use Permit . . .......... 2 ADB Requirements .3 Other Zoning Requirements 4 Underground Wiring Required . . . . . . . . . . . . . . . . Lot Slope 15% . . ... ........ . . 6. SEPA Environmental Checklist/Hydraulics Permit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... ......... . 7 Tree Cutting Plan 8 ........................ .... .... .. 31... Plat/Subdivision Requirements ................... Legal Description Verification . . . . . . . . . . . . 10 . . . . . . Quit Claim/Street Dedications X*X -------- -- . . . . . . . . Easements -Public/Private S- (-Spa ' . . . . . ... Engineering Storm Drain Review Fee ................. . . . . . . . . ...... Engineering 2.2 Inspection Fee .... .. ..... ..... ..................... . . . ..... . .... . . . .. .. ..... ..... ......... ..... ...... . .. . ......... .. .... . ....... . .. .... . ......... 0. ff. .... I 18 ... I Drainage Plan (on -Site) .............. Setback - To of Bank, Stream, Water Courses ..................... Setback - Storm Drain Line . . . . . . . . . . . . . . . . . . . . . -I. ... ............. f Open Ditch - Existing Culvert Required Culvert Size Shoulder Drainage/Shale Open Runoff . . . . . . . . . . . . ---------- Catch Basin Required Driveway Slope & Vehicle Access .......... 23:: Sidewalk Required 24 Curb & Gutter Required Curb Cut For Driveway Required Street Paving Required 27: Right -Of -Way Construction Permit Required Street Name Sign Required Other Signing Required ILI F, 5 30- Bond Required For Public Improvements I,-J0 31 FEMA Map Check/Water Table .......... 32:: Side Sewer Availability 33: Calculate Sewer Connection Fee If No LID #<;:�T77 "N'..". .................. X Create Street File Existing Water Main Size . .. .. . Water Meter Size Service Line Size .. .. .. ... 318. Water Meter Charge Required . Hydrant Required .. ..... . .... -777-77.7..x . ... .. Hydrant Size Existing 41 Fire Line Charge Required - Sprinkler IStreet Cut IMiscellaneous 44.,. Reviewed By: FIRE PLANNING ENGINEERING PURL Cl WORKS 89p 1C RE.ET FILE CITY OF EDMONDS I LAURA M. HALL 250 - 5TH AVE. N. • EDMONDS, WA 98020 • (2661771-0220 • FAX (206) 771-0221 MAYOR COMMUNITY SERVICES DEPARTMENT Public Works • Planning . Parks and Recreation . Engineering August 20, 1993 vG ?`? 1993 Michael Rand 2318 N. 44th St. Seattle, WA 98103 SUBJECT: 1312 - 12TH AVE. N.. DRIVEWAY SLOPE Dear Mike, Before we can complete our engineering review, we need to analyze the driveway slope. Please submit a driveway profile drawing. If you have any questions, please call me at 771-0220, extension 324. Sincerely, 440.r�e�r ADDISON L. CHRISMAN IV Engineering Inspector ALC/sdt c: Sharon Nolan, Permit Coordinator RAND.DOC • Incorporated August 11, 1890 • Sister Cities International — Hekinan, Japan I ---I O 890 19� STREET FILE CITY OF EDMONDS LAURA M. HALL 250 - 5TH AVE. N. • EDMONDS, WA 98020 • (206) 771-0220 • FAX (206) 771-0221 MAYOR COMMUNITY SERVICES DEPARTMENT Public Works . Planning . Parks and Recreation • Engineering Mailed 8/24/93 August 20, 1993 Michael Rand 2318 N. 44th St. Seattle, WA 98103 Dear Mike, Before we can complete our engineering review, we need to analyze the driveway slope. Please submit a driveway profile drawing. If you have any questions, please call me at 771-0220, extension 324. Sincerely, ADDISON L. CMUSMAN IV Engineering Inspector ALC/sdt c: Sharon Nolan, Permit Coordinator Alberts RAND.DOC • Incorporated August 11, 1890 • Sister Cities International — Hekinan, Japan AUG-26-93 WED 09:24 KEARSLEY CONSTRUCTION 206 742 5888 P.01 Ar T&ii/01-i - AdDr s<,&1 4. CNL6MA/4 67 f or" l ,�c ,�S 4;4�x 777/ w 0 Z x r f ee/A. lbkAj ,eeA2SU)" PEE 1of: I - RECEIVED AUG ) q 1993 ENGINEERING i2V Ave, wcgt� , ,CA� AS �Vt- A+77AOW-) 6400dt;� T Mvd CXrpu40-'� % 4A�,ver 7rn, c,7�' o"r ',vCS' w-- /f t ¢wAD �'4'�- . 72 .&4 e,4i,-'A7;ko,,1 tr 7WC //o &5 L' v v , �.� /� /— IM/7 77, -/— 7-0 146f/9GIc- . 77r45< IJ41ildGv.4c 6boCo $r*fir" *7- ,Iva� l�u�si7ls r,rr� l _ 'T.ET FILE, 1c N I G i `n� z 157' ' 3 zILZ i�'r''"d. ,.jam! } 5 72 � 3 -'i" s, fair ��f j cL rrtif1Y1�t��Ct ar�atl_~ . 3 IT a The City of Edmonds Water Service Drawing EASEMENT NO . ............................................ NEW CONSTRUCTION (Ja' REPAIRS ❑ LID NO ................... •ASMT. NO................... OWNER ................................... Al�,D................................. ......... CONTRACTOR ...........-----•---............. ............. PERMIT NO. J..J�.�-�i .I. JOB ADDRESS .-.-2 Tµ...Pm-... N.4 A ............... LEGAL DESCRIPTION: LOT NO. ...................................... BLOCK NO. .................--................ 1 /8 _ Cam---- 57' �— i N s P. 3 -23.9 2 l"lW PS.1. PE- 4 Bft4pm SPtaG.E PWW-0001-11175 (REV.11/78) NAMEOF ADDITION ..:.................................................................................................................. Approved: V' RTi^L 3-23-92 DATE #.:.....1.3,.15.95.•• BY,�,4# .................... 0 u3E PERMIT �� 8 CITY OF EDMONDS ZONE NUMBER CONSTRUCTION PERM11Y APPLICATION JOB SUITE/APT# OWNER NAME NAME OF BUSINESS t ADDRESS CIE S& � LEGAL DESCRIPTION CHECK SUBDIVISION NO. LID NO. w MAILING ADDRESS � ,, p ��('{..� J�]�,/)�, y^' O SL2 J) �IO�-�'`I-"� 4RA 1 1 — " _' w PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. TESCP Approved ❑ CITY Zuired 0 IP �/ TELEPHONE NUMBER EXISTING REQUIRED DEDICATION Street Use AW Permit emit Req'd ❑ S ��.krJ J i Inspection Required ❑ NAME PROPOSED Sidewalk Required ❑ w METER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED a w ADDRESS YES ❑ NO O 3 _ �E REMARKS - U Q a CITY ZIP TELEPHONE NUMBER z NAME /5,50 cc ADDRESS O NGINEERING MO -DATED REVIEWED BY U Q CITY ZIP TELEPHONE NUMBER Z FIRE MEMO DATED REVIEWED BY w O 2 U STATE LICENSE NUMBER %„r,+ EXPIRATION DATE Ad.1 d {S ' lr a C) Gi �p SIGN AREA $EPA REVIEW A08 NO. Legal Description• O Property - include all easements ALLOWED PROPOSED COMPLETE EXEMPT - t � SHORELINE EXP VARIANCE OR CU PLANNING REVIEW BY DATE cn Lu ( SETBACKS — FEET / HEIGHT LOTCOVERAGE_ O FRONT 75 SIDE 0 REA 3.S'/w 2 Property 5 Tax Account 1 REMARKS a Parcel No. T 0 7 NEW RESIDENTIAL PLUMBINGIMECH COMPLIANCE OR ADDITION COMMERCIAL CHANGE OF USE —^V REMODEL APT. BLDG. SIGN REPAIR A. GRADING CYDS. ❑ FEI NCE x—� CHECKED BY TYPE OF CONSTRUCTION CODE GCCUPANT DEMOLISH INSERT WOODSTOVE SWIM POOL HOT TLIB SPA SPECIAL INSPECTOR AREA OCCUPA T REQUIRED LOAD Ae 0 RETAINING WALL/ YES ROCKERY RENEWAL REMARKS > a PROGRESS INSPECTIONS PER UBC 108 m (TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN: Z t 0. o �i �c�tZ.4G ED m U w NUMBER NUMBER OF CRITICAL o OF t DWELLING D AREAS ' m STORIES a UNITS r NUMBER O DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN) do � Sty! ( FINAL INSPECTION REQUIRED Q ` VALUATION FEE r PLAN CHECK FEE f" ,1- (O 70 19r— BUILDING HEAT SOURCE: GLAZING PLUMBING F Pian Check No. MECHANICAL This Permit covers work to be done on private property ONLY. GRADINGIFILL Any construction on the public domain (curbs, sidewalks, r driveways, marquees, etc.) will require separate permission. STATE SURCHARGE JO Permit Application: 180 Days STORM DRAINAGE FEE Permit Limit: 1 Year - Provided Work is Started Within 180 Days "Applicant, on behalf of his or her spouse, heirs, assigns and ENG. INSPECTION FEE successors in interest, agrees to indemnify, defend and hold w harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of i whatever nature, arising directly or indirectly from the issuance PLAN CHECK DEPOSIT o of this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirement of any city ordinance ° nor limit in any way the City's ability to enforce any ordinance TOTAL AMOUNT DUE provision." 1 I hereby acknowledge that I have read this application; that the information given is correct; and that I am the owner, or the duly ATTENTION APPLICATION APPROVAL authorized agent of the owner. I agree to comply with city and THIS PERMIT This application is not a permit until state laws regulating construction; and in doing the work authoriz• AUTHORIZES ed thereby, no person will be employed in violation of the Labor ONLY THE signed by the Building Official or his/her Code of the State of Washington relating to Workmen's Compensa• WORK NOTED Deputy; and fees are paid, and receipt is tion Lpsutance and RCW 18.27. INSPECTION acknowledged in space provided. SIGN RE 1 WNER 0 ENT) DATE SIGNED DEPARTMENT CITY OF OF�GI I URE DAT EDMONDS Al ATTEN SON CALL FOR RELEA B . ATE - INSPECTION IT IS UNLAWFUL TO USE 0 CCUPY A BUILDING OR,'STRUCTURE Ow�o — UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR 7711 ORIGINAL — File YELLOW — Inspector A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC / SECTION 109 %%.� PINK — Owner GOLD — Assessor toz-e>' _ � K�'` i� /: °dl a. ,a •y �jy�y/yy rJ..n,. [ "T""'r."""'� r��,��''�`'��'�'� �' fOnw i��3�-N!''�jtfii % � � 6�nH.17 °1 R ;� `/, {x.."°.:�'�•r1!• • ��. t�,i..�tt �-`7y. � �� ;.1 - _ ;�I . t/ ArV �•�C�. 1 - . i 1' R.YJ. ,l Y �A' Yl` R +7 f .' - F / �; ,• a 11 ) (. J I�, �• � Y ,ii7G '�•�d' .� 5 t. �rl � , 3,• r l t h '� � I I'yJ '� tt9r ��'�'at�w�R �t•t�IJr� 7'� t .�sn'1 I ��jr~ I flf pA Ju.J/,W HMi/' - 'pM � ;,t 1 fit, f. ya �,+�'f`�1�,��°;S-'Ih' 'ae'a!^•� yy�li,,' SJ'R s�'! Y , '• i.aQ ",r, r L' �`,Q� .. s �'' � 4 ! p" +" `�! s I iRf3 .4 ': ° l V� !, y• ti + J . t �'�` 'r'"'.. -� w+. , �nt•..x..... 5 V �•.r....� .r f.t,J`C"I/1 i./G'ii� 't"'t",'.a� �, 4 r4 �� •.: -,. 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'"•� , i _y t r•a F r, tl ) _ r :�, ray ,•„r �4 Y7 s'-;��` r• , `''rS1-t !� � �7 t. _ i,,.f/ I�Q'� Q '$' .JJt k��CY ' , .. '•+ +t _ 1 ?, y . �}y1,�L� {IC (•. �rT ,, f'! •` t • .. 'M • .. • r Jo'• r J(V ri *wit t r n f '�• •� !,• � j r . ..t. , , r 4s-� 141'"-� >b•y}t'. .r 1 , y ` f u , !, . . . 1.1`• , f,~,1 �fio ki Y :T �, , -a r..� . � . 4 /, .. �, . `c 'e ..Y, ♦ }, .� �,`•! 7.c.7+ �• 't l.�' '.i h' ,� a +i � I t r 1• ';" -. t 2' 4k r•a tl. J !'. t j1 13 i~ .. rJ•I..,�ir _ ''.�• i. ay ► Y,;�; r�1�� .. �' w jqM: O C i "V�c .Y J �'r• .� . tA d�00 �,r+�S.pr''. »iyr�ri ... .••y .• «._... :Y��...•_wli��' w/1 ' AA -zel .. ; �•s . ,, it n . i1 , PI -.. _ �' ' *` �'I ,.- ' 1'J! a�.,e•"1'1, -''�,ti� 1- r— + � •� • .4'- r.i_ �r.c-' a t` '-v�wz r l tV c,•-. r r ' *y ( ,•aiN ,':!•Nt, 'Dv"tl:l. e> '..•T r.[yt� M'f �i,�G � :a, ul,j Y-3. aV;,' � a�ti.r .r.,. t-::e:..:. s"'�',n,..:e�, ,� rci I dl S' n:.« _;^. _. ._ � _ ^_ .. ' I �fSi' 1 pia ��, ' A.e•r �'a .: .. I. ,• 1 r � � i.r. 1 1 JI (lipY w { �i .. .. �• .� -�� .} ,5�`L' a -.i-1 ,. .> ,. r `r.-,...r . -. _ �r •fA- ,r:.-`«f-•��..-.. ......._. ..� �.c..�. .ter•.•...,._ ._ - - • f r --•:a`r.'...•a.n.as+4:d9t3.r1.iT87KiYa^Sil41"�i, •""7•1S."-,''•7:^� '.•�``.y" ~'a„ �*`•m :;�+.r4- y�r _ _�....IrT,�'. r..... r•cq-�, ._ ..i't�.srrrr:::r�.re>..a�Jt:.tiiac. m..�f�l.'i�:iT♦Fm+ � _ becemoer ;. 1ol` IST1L- ?= Le L an Franc i s Hssociate City Flannel City of Edmonds From:. '" Rob i n-:.Rears l ey Kearsley Construction & Dev. 84G3 6th Ave. N.E. s"xSea ttIe. WA 48115 i206i 524-0a1:1' Reo-,at4bing: Trees to be cut and erosion contr.cl::a'• c ro e • ; r tv ' p o location Y�th Ave N. and` Pug et - Drive (SR-524i 1 For your records. I will be cutting trees -as-:snown.'on - the attached drawing. It is necessary to -remove, these trees in order to provide enough -room for the:- driewav: I will also be removino low brush in -the area .o-f-- the - proposed driveway. This is necessary so that -an,-.* fill material that is put onto the undisturbed'=;_oil-:at--.: the base of the road will compact properly _• no ,ni; ..' . with the soil below. -_ It is also my intention to construct a retaininc, wal-1 to support the road. If any retaining walls at-c-Over-_4-•_3. - `eeb:. I will aDoly for a permit to the Cit-y D-f-tamond.s:, -; w@r.tner permi rtlna. the clsar-ina of trees and around ✓eGetataJn; of retaining walla ana le-veling _" , 13t 1:nu' 011-t Dijes 1s -► 1, r - s - o ee.r ,2_i t,a .r _ G a�pro:::. LeCelnG�_,. ' r,* .C►-a7er�t;. tfie►-e le a fabric fence along #",e C K--a eeo .. . Our frilsc. debr i_=., I W111 ma1ntaln t'nls fence- :.rrC_ I eD1a.ce,�' gin maaFd..at-eas. r. :t, ,,ancr l.. b Hrill take ore_a�!�:ionar me�sure_I �•� in�liye :�. 4r.3- Or1r 3_ R,161rfIVIT, f1LllAbeI' QT t,1`ees ar-e cut. TIa�-. �I"G LO(i-oc,e.= l'ir C,�ns�-rruc*Si.x r•Oal•ir1 rCt t-LIC t Yon. t rr-,: fir•.= t ..-,� _ µ - . r' _ � r✓ i s •fir' r; t`i r,!.. \k� U•_. .. — _ - A VI % T q'i. Litv of EamondS S.Lkildina Deoartment, 2 7150 . 5th Ave. N. Edmonds, WA 98020' From' II-.earsle,.-- ConstructIon. Z-4 Dev. - Cont. Lic. no. I-.'EARSCDIIONS 8 4 C *- 73 8th Ave. 11. E. Seattle, WA 98115 524-LO31 I Regard,ioq: Grading Permit (approx. 400 cubic yards)-'.., Locazion: Pur 4e.t Drive (SR 5,24' & 12th,Ave. N. We request a grading ciermit to relocate approx. 4lk(_W-!- cubic yards of fill at the above location. Also.-, we - intend to place either a rockery or, ecology block., wa-1, I' as Per the attached drawing. This wall will be___ap_prox�-__ �ft. to 4ft. high. The atio,�e wori.-: will stabilize the existing site and oreve-it soil erosion into the existing creek.. At or-c-Sent, the fill material is not being held b,,\,, a retaining wall and is lik.e!y to sluff off towards 'the Creek. This grading permit request is only for, the retaina - nq -wa 1 -1 and Proposed The arading.and ex ca,v'-A t-i on-: for -the proposed houses will be requested separately once.; the,_or:iq-inal soil eievations have been determined from the aboVti.-",Worr-._I,-,-_ As. per -?-.he attached,drawing and the existing draW16c which_ is currentl,y. in your Engin'eer.ind affIce (drawn by.,Lovel."17' , ...iauer I and and ABSOC. foro thii projec-.0;L ih4se at, the-..d;r aw i we will follow for at.adxnc, stabiliz4tion of the so-i L --and - -- a c em �_nn t ::)f the watet. det,ention. system, surface. INAtendrain. I =_-ewet- I ins. water . I irie and hi 11 water interceptor I i ne'.. 'Th- L'71 _`=P_DtrJr I Lne- has..beeri installed) We a r e iLDS-r-i tPI VOUP- SLIQ06'StiOns and comments i,6r4ard i na trits wcir�. ano :,oprei-iate cooper�tiari 'in Yelping -U 9 to atabilize this site aria prepare iv for the fl.,ture con a t rLic t i on of Gingie f,.:.;MLIV houses. 7 `G PI. 14,m i'l bao , '.T'DM'01 R PP,L1CAT1..PN-,,` Co ;STP,, PERKILY A �oh 1 APDH1 Sh '04 — _ j T__ b Lf GAI, 'Ofk RIPY Iil')N`-a�` 7 7 'DRE 51, MAIL IN('-' 'PUBLIC g1GHf O'F,,W4Y'PEO &60AL; SiRkt MAP:� _KL TELEPHONE NUMBER EXISTING' RE(_UI '4ED DE DICAT ON PAOPOSFD NAME RIGHT, &4A:y rONSTRUCTiGN"PE' MIT, REOUIA6 AD 7- DRESVO STREET USIE PERMIT RECUIRED t', REVIEW.Py SEE ENGINEERING MEMO DA TEU IT 'k. TELEPHONE NUMBER, .;,V, I REMARKS, ESS A ' E METESIZE SUPPL yLSI ZE RE UINITStt-`�' P. : I CTY TELEPHONE NUMBER : , I . I REMARKS, , t S 1ATE'LiCIENSE,NUMSER SIGN AREA ENV.,, REVIEVY 11 'ADP0.. • 'inclucia LLbWEO PROPOSEDCOMPLETE:.: EX, ,EXEMPT Lagail'Ciescriotibri,bi Property all easements 'SHORELINE S"owitiEto'h, 6r:aPach t'Wo Copi6 S 0 LANNm REVIEW By DATE I, SETBACKS 't I.IHEIG14T�'ILOY-fCOVEFIAGE-,�t--, I FRONTSIDE REAP TPA W9ESIDENTIAL 1PLUMBING NEW A=ALT'EA 13 MECHANICAL 14W COMMERCIAL '. APTBLDG. SIGN REPAIR EXCAVATE FENCE, IRrOR CHECKED St TYPE' OF,CONSTRUCTION CODE • HEIGHT DEW`C FILL Fn jy W6 1XV, . 0 r CARPORT, swim SPECIAL INSPECTOR. A_ I,OCCUPANCYOCCUPANT REMDEt:Uq#�fGELD 6ROU_„P LOADO YEB NO 7 w0OD,SToVIE/.r7 RETAINING WALL/ INSERT L_J ROCKERY' RENEWAL A KBPROGRESS INSPECTIONS, PER UBC s s7 -rio NIMSE NUMBER OF WOF STORIES DWELLING UNITS MATURE 'OF "K TO BE DONE (ATTACH PLOT PLAN) P L rs I FEE CV r— M, PLAN CHECK FEE BUILDING PLUMBING MECHANICAL GRADINGIFILL This.Pefftfit covers -work to be done on private property' ONLY. -,AnIiIr do , hstruction on the public domain (curbs, sidewplks, driveways. marquess, etc.)'will require separate permission. STAT ErSURCHARGE PerAiiit Application: . 180 Day. i Oerrn'Iftimit: I Year -Provided Work is Started Within jen Days ENERG'! CODE R.41 ot &4,1 on behalf of his or her spouse, heirs, assigns and SUCCPSsors in interest, agrees to indemoify, defendand Hold harrTile" the City of Edmonds, Washington, its officials. I 2 emplriyiAl, and agents from any and all claims for damages of whatever arising Ilrectly or Indirectly from the,issuance , -of �jtiislpermit. issuance of this permit shall not be doomed to modi . fV'i',w_aiv'e_Abf reduce any requirement of any city ordinance .'noiAimi1`ln*!,8'ny way the City's ablility to enforce any ordinance PLAN CHECK DEPOSIT TTAL AMOUNT DUE provision I - hireby'&& now ledge that I have read this application; tha he , . I ' nj rrmajjor,.:gjvmn is correct; and that I am the owner, or the du of the owner. I agree to comply with city and and In doing the work autorz- tat.8,12wi ri'gulating'cibristruct ion., hi ,6d thereby, no,peirscIr.wll�l be employed in Violation of the Labor (,'ode,of`!fie State of Washington relating to Workmen's Corripenea. ATTENTION THIS PERMIT AFI ONLY UTHORIZFTHE WORKNOTFU INSPI. -)iq WNEIR AGENft HATE SIGNEbDFPAPIIMF'41 CITY..OF ATTV IT IS , rUjNU UNTIL,"A .1 A CEOTff C H A PT,�-,q, NFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE N;L INSPECTION HAS BEEN MADE AND APPROVAL OR SATE OF OCCUPANCY HAS BEEN GRANTED. UBCI,. 771-3209' t*417- APPLICATI'M APPROVAL'!' This sprlir 9 not a permi'l tintll,' signed L,, 'wilding 6ffi c ' ial'or his Deputy; and fees are paid, and rkelpt.ii acknowledged in space.provided. OFFICIA T LATE zzff— V9 ORIGINAL Foe YELLOW — Inspector Pit-iK Owner GOLD F AssessoTo _- '�A;' -,�� r t rr. ' _ �, 0 1., }t •r l f %. it ..�. �:' d( 'i i• .J � 4 }��?��S�I°i�`�4iF�i��i��li � • � � � �' � �I• �� 'i . � � �� +� ��,�� 'I' ,.�� 1 � `1";�—�y�'� �i�� ' ,._/�-- tjl CLI o4r9s 160r pie. az � �r, r}y ��,. aA, r. �1.. i } .9,! i� ��I � ��.,�\, �` I �'� t �/.4 rt/' � 1',i. �� I`� �� .�'.' ��° =4� • � .; 690, ZIA 41 th '� � � � �4 � � � 1, p � ��•. �..�. ./ '� � ry . a; '�'Oc'OrEo AVE N• . /ems 'r•,?,.E. err , rvy ,` - r• . ' _ kkb11 tltl tt��iiBB y.,3 a .�,?�'" Wn, 4-7.5 7p ( V z D JAH 10 pf"M11 COUNTER '7o' to -401 CC1-mil --ly 0,1- FFY D; L] N T BUILDING BUiLD1NG DiE:1- WORK AG�.,f- y IWORT{ . ..... ADDRESS /3/2- 12" 1,ADDRESS-- 1315 12- fl[ Ll CYANER— VED DATE: I L J CFFICIAL L E T sv.� ILM15,0 F"veits 4 �. LEK - r. f)lm Isar 2�a, Is-: tI MAM Fb-rJLS 516C 145� Vbft-'�6eMnk CtX-�, 9-*44t- It-A-kJL,--.VJ" 6,7 C4,wi�� -rrjjt�� , It WTA-6614LO.- 5J5 46 or pews, ss )tt-'. A00c:7.., LAJ`1-1)� VAA4tjf,.,(Zoe4c-� -AnY-(. MIA, 40,*�G� ftr7wcEf-L T�s APPROVED BY el 7 03�3/Z � /3/ f /Z j�r�1/ T R L N,V.N, 1N 4—=jL.Az) T R It &KE FL t tnnas ' ST CMERA t 19 1OR[ST � > ' r ap, I. Yh 7 1 qlt nvR 1961 ST PUGE MELODY Lx . BROa(MEAE xIMBLEY , Y ExIABD h' SI IfASP z i� BFIMPIERE = ST eauxcTTs ST YILWO P -- ITMFRL YST �� 'd^ VISTA I �� S < = TE0. W a p� I Pam' Notes: The City of Edmonds. 1) Field locate all utilities. Call 1-800-424-5555 - 24 hours before 'digging. 2) Survey is not required n•�a. I >J ��.n I E ID L©G n -- SPILI E _�__ ! �1 ST ES, r •`�`6 � - i rnI sw a VIC-1 " (TY M-AP N.T., Qd r�oP� r�t�.IIJ ��D F-1 e:A-D LG �f2T ELTO Z., pE I P MA.1 N . — �1 20PE--- l._pG 7 R�P1= 2-1 E T 1Co't.l �ll�v�[l1slJD Wy Ql 0) 3 5' !< I2 A- v —d X 1/4 PIMP ICe'i.l a zC�' v 1F_= w LA r.J tD VlY m rrv'-' �! \A,/ 4 f1^ M�U4U.d W9 ■f IV�ACIC �� liIAIATIOM. ,�� I. Nl.DlJC O/ Coi.Wl'1'. wI tlm.tl4 a7.DUCt"M wt IOOUY 1 t . woo VWH �J a „ "Alt of^" l.Vf 'ro SE.KC 9LMSACY b - 1 M ulJDID'p IltAMI OR, .n wa r:�'ki'y"rEb 4�? TIl," p 10Idd MW - WATA 4 TRClKu hkni"1'k7ia._ _ - 8 7YP1GA1- J ►OJT jMKH DETAIL E rn ° i NO. DESCRIPTION DATE BY m o REVISIONS Dotes: The City of Edmonds 1) Field locate all utilities. Call 1-800-424-5555 - 24 hours before digging. 2) Survey is not required 3) Maintain a minimum of 5' horizontal and T vertical clearance ,from all _city utilities and appurtenances. 4) Cuts in paving are shown asp 5) cuts in pavin g g anticipated: s-ru r-a, s , e�;,-- s�8 'ro R/Vj • I Q PL.�T. n Ae Tr4 zr L17r. eaAcxFrrs � EPl1ETER / ea � ;,PAC'. "/ATE 2aD ZS:t FZ ) p T-- 1 T--- L_P 1--0C . F:14E- p L,pG . S A 1I W va.a.1D ANY EX l%4 Pc-- IP, ie.,J Z� A v w LA IQ b� Y A�at�l-1 I. M1 I. bawAs4 mks' Foww^ S"AMATIOM. �i �.a+cac or aa•aurra u roofo+ �� I S, ALA. ao.tAAMCM wt A:Potwf. d' ' d w Y wAn of ft) IV a PMWA To Onum C6"y Ke COL _51 smart oee"v to AS •fllC 0 10 rAVA &A tiYNN TtpYAa I4DWT1O./. ' AMiAL TYPICAL- = 'THtpt zFLY MTAII. g A It ,I PL ST .SNIW Inv 'I He ST MAW s} < I r a 19 ST HELM Ir PUGE 1 WY d a BIYOOEBE "'NOLEY Y EMI.WB IfY ra 9PMWEPE ' ST s sr 4SP ST = Y111f0a _ 97KRl Y STA wnAd u VIfTA 4y I "M I ST SY . IH an.a ! < 1 2M SIERRA< °' ALEY 24 H ST g a a WSP� ST ST -� V1G1 N (TY M-AF N .T. S, F'i�L.D L.DG. t�t.4l rN � ftD Notes: The City of Edmonds. 1) Field locate. all utilities. Call 1-800-424-.5555 - 24 hours before •digging. . 2) Survey is not required 3) Maintain a minimum II of 5; horizontal and 3': vertical clearance from all .city utilities' and appurtenances. 4) Cuts in paving are shown 'as p 5) cuts in pavin g g anticipated: -ro tz / vj • I ►,j P L�-r•