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608 BELL ST.PDF
11111111111111 10246 608-618 BELL ST RECEIVED APP, 121983 PUBLIC WORKS ADDRESS: TAX ACCOUNT/PARCEL NUMBER: 0042 li DOO `K�J BUILDING PERMIT (NEW STRUCTURE): ?�?'D��p , �Z�Q 02kpQ , QZ14 (, OZ(oz , QS6; COVENANTS (RECORDED) CRITICAL AREAS :_2'001 -60q!5 DETERMINATION: ❑ Conditional Waiver ❑ Study Required 15ZWaiver DISCRETIONARY PERMIT #'S:,,AD& S X011 DOWU9, , UWP T?l (0 Z' 0Z C6 (of� r ���' �20,180 DRAINAGE PLAN DATED: A-2-01 PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED PLANNING DATA CHECKLIST DATED: .SCALED PLOT PLAN DATED: SEWER LID FEE $: LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: Z' OZ SIDE SEWER PERMITS)#:qW2-,q(QEft quou c15c(4 qci q8 ,9591 GEOTECH REPORT DATED: I 1 ' U - O` STREET USE / ENCROACHMENT PERMIT #: WATER METER TAP CARD DATED:___I• �i?) •0?J OTHER: VV (i!L' O(�l� �S(A11lGr�Stf�LW�L:C.�SEU0.N(�RatAfBAG� L:\TEMP\DSrs\Forms\Street File Checklist.doc &(52 ROUTING SLIP NEW SERVICE INSTALLATION M tel ayw I IS ADDRESS: METER SHOP DATE: I i LOCATE REQUEST NUMBER I LOCATES DATE CALLED: FOREMAN/CREW FUTURE SERVICE: YES COMMENTS BORE: .}. DRAWING LOCK- DATE: 1121 lU- _ INITIAL: II � k FOREMAN INITIAL: per„ DATE: /Y(i ACCOUNT: t. - OC) 4 4 METER SHOP ROUTE/SEQ.UENCE 1 Q •j- ('5 2-11 O TAP CARD SUPPLIER:�� APPLICATIC TREATMENT PLANT FOREMAN B L T BILLING 00 FOREMAN he INITIAL: DATE: '` t o TAP CARD- METER SHEET APPLICATION) UTILITY DISPATCj BILLING, i ROUTING SLIP NEW SERVICE INSTALLATION ADDRESS: DATE: LOCATE REQUEST NUMBER LOCATES DATE CALLED: FOREMAN/CREW FUTURE SERVICE: YES COMMENTS BORE: C T DRAWING LOCK- DATE:„ 'TjNLOC_K,,,,,�• INITIAL: ACCOUNT: t _250 METER SHOP ROUTE/SEQUENCE{ Q - Q`Z� SUPPLIER:. TREATMENT PLANT FOREMAN E B L T FOREMAN INITIAL: per„ DATE: /Y(i TAP CARD METER SHEET APPLICATIC UTILITY DISPAI BILLING 00 District City of Edmonds — Water Deparf�ent TAP CARD Reading: e)o©o Date 11.A3 o No. 257-72, No. Meter � ► � Tap Size � Size Mfgrs. No. Style Purchaser:Qr , Serv. Add. Lot No. Blk. No. Add. Residential: Other: Meter LocationC__TC-P, LOG Roy Service Material: Pressure lbs. Test Date of Work _I L2-3163 � Foreman Guar. Voucher No. $ Proj. No: 01 Remarks 74District pf `Edmonds Wert TAP CARD — t��- � Date /PU /a o. -�- . No. ze1 Tap Size Style V ns, Blk. No. ------------- tion C.CN T C-2 a G oX �r1 erial: lbs. Test__ oho !! r 2lvj-; �3 0CD ier. No. L -v Index OUTGOING IndexReg: Route Bk, tencCd ar Sil Reg. Route Bk. Stencil Card Index Reg. Route Bk. INCOMING IndexStencil Card Reg. Route Bk. Stencil Card Foreman ROUTING SLIP - NEW SERVICE INSTALLATION ADDRESS: DATE: i METER SHOP LOCATE REQUEST NUMBER SUPPLIER: LOCATES DATE CALLED: FOREMAN/CREW FUTURE SERVICE: YES �NO� COMMENTS BORE:U DRAWING LOCK- DATE: 2 (j ,'UNLOCK.; INITIAL: ESu16-,- s oc�l FOREMAN ACCOUNT:[ -2 3 0 12 METER SHOP ROUTE/SEQUENCE SUPPLIER:�/3 TAP CARD METER SHEET TREATMENT PLANT j FOREMAN CE _DISPA'I BILLING B L T i FOREMAN I INITIAL: DATE: TAP CARD METER SHEET APPLICATION) UTILITY (gym DISPATCI BILLING L��"/ ROUTING SLIP NEW SERVICE INSTALLATION ADDRESS: &TS DATE: ` O 0-1 LOCATES LOCATE REQUEST NUMBER DATE CALLED: FOREMAN/CREW FUTURE SERVICE: YES COMMENTS BORE: . DRAWING LOCK- DATE: 'mr(�CK INITIAL: ACCOUNT: METER SHOP ROUTE/SEQUENCE C7 j - 0 21 30 SUPPLIER: TREATMENT PLANT FOREMAN �~ 1 EJB L T FOREMAN lly INITIAL: - DATE: /2 3 t TAP CARD METER SHEET APPLICATIO UTILITY _DISPA'I BILLING District 570 City f Edmonds —.Water Depar� TAP CARD Reading: coop Date Meter No. No. I 3 II Size_ Tap Size I Mf -ars. No. lad��125�� CrvlP Purchaser: Serv. Add. c5 wn Lot No. Blk. No. Add. Residential: Other: Meter Location CLN _�Q_4t (tF STµ _Boy, P2oM LD 6 W o� 3i Service Material: Pressure lbs. Test -% i i I Date of Work J ��w 6 Fore Guar. Voucher No._ $ Proj. No: Remarks: 2Dn2 - 02(o2 i-- i ` Distr City of Edmonds - Water'pepar ent TAP CARD Reading:- DQn ©` Date No. 997,6 No. Meter 3 � � Tap Size ize Mfgrs. No. '� Z 139 Style Purchaser: *Y b{' . Ply c0 Serv. Add. loll << ( �M_ Lot No. Add. Residential: Blk. No. Other: Meter Location GG �-2 S 1...D G� . � 2� Q oX l'=(20t,� W v Ga Service Material: Pressure lbs. Test % Date of Work 30 . bw 1 -1 Guar. Voucher No. Proj. No: NnI2,�sn1 Z Remarks: Foreman ! OUTGOING Index Reg. Route Bk. Stencil Card_ OUTGOING Index Reg. Route Bk, Stencil Card INCOMING Index Reg. Route Bk. Stencil Card_ INCOMING Index Reg. Route Bk. Stencil Card r, District gr' I City f Edmonds —Water Deparllii' TAP CARD J Reading: 000© Date % l No. 1977No. Meter Tap Size Size Mfgrs. No. 6611045A41- Style Purchaser: ml- I Serv. Add. i Lot No. Add. Residential: Other: Blk. No. Meter Location C- L ti IC -=2 O F A -t V (ion I=2or- W o r- Service Material: Pressure lbs. Test % Date of Work (' _G �l 0 7FI Guar. Voucher No. $ Proj . No District -C-Inu City of Edmonds — Water Depar6ent TAP CARD Reading: nayo Date /';u b No. Q97�i No. Meter Tap Size I Size Mfgrs. No. 60 O 2 Style Purchaser: aY� " w v- unst. ' Serv. Add. S Lot No, Add. Residential: Other: Blk. No. Meter LocationC(L"aL-a 2 n go)( Service Material: Pressure lbs. Test Date of Work J O (3 w, DG Foreman Guar. Voucher No. $ Proj. No: WZL- "SO11 Remarks: W01- 02-(01 Remarks: OZ q Index Reg. Route Bk. Stencil—Card OUTGOING Index Reg. Route Bk. Stencil i. OUTGOING INCOMING Index Reg. Route Bk. INCOMING Index Reg. Route Bk. Stencil Card j —Stencil—! FATES ROUTING SLIP NEW SERVICE INSTALLATION LOCATE REQUEST NUMBER DATE CALLED: EMAN/CREW FUTURE SERVICE: YES RMENTS BORE: UT:,, [WING LOCK - DATE: Y NLOC F INITIAL: l I I i G' 33�>oi.D -2SHOACCOUNT: -2- SHOP P ROUTE/SE QUENCE j SUPPLIER: CJ f � TREATMENT PLANT iN E B L T y I uN INITIAL:% DATE: 11.2 ` TAP CARD METER SHEET APPLICATION/ } DISPATCH t t ROUTING SLIP NEW SERVICE INSTALLATION KESS: i v LOCATE REQUEST NUMBER GATES DATE CALLED: EMAN/CREW FUTURE SERVICE: [MENTS BORE: WING LOCK - YES DATE: 2,! INITIAL: SNI ACCOUNT: 1 " _ 2 Q Q METER SHOP ROUTE/SEQUENCE Q - O 2-1 2-0 SUPPLIER: S CA TREATMENT PLANT FOREMAN E B L T INITIAL: ' DATE: b FOREMAN TAP CARD METER SHEET ' APPLICATION/ UTILITY DISPATCH BILLING 11ritical Areas Checklist • CA File No: Site Information (soils/topography/hydrology/vegetation) 1. Site Address/ Location: G / iY ge // . sr. 2. Property Tax Account Number. O o yYya o 9 2 0 o Sro 0 3. Approximate Site Size (acres or square feet): 9 g oo S 9 4. . Is this site currently developed? _L--,Y�; no. If yes; how is site developed? S I'J, j /t IFA ►* �y �+ • Hu 5. Describe the general site topography. Check all that apply. Flat: less than 5 -feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of 10 -feet over a horizontal distance of 66 -feet). Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of 10 -feet over a horizontal distance of 33 to 66 -feet). Steep: grades of greater than 30% present on site (a vertical rise of 10 -feet over a horizontal distance of less than 33 -feet). Other (please describe):. 6. Site contains areas of year-round standing water: No ; Approx. Depth: IVIA 7. Site contains areas of seasonal standing water: _(lam; Approx. Depth: IV What season(s) of the year? N �� 8. Site is in the floodway NVlh floodplain A11A of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round? Flows are seasonal? N/ (What time of year? N fA ). 10. Site is primarily: forested ; meadow shrubs ; mixed ; urban landscaped aawn,shrubs etc) I--*-- -1-i:-Obvious-wetland-is present -onsite o -- G:\Share\Library\Planning\Forms\Public Handouts\ Critical Areas Checklist Doc/1-16-2001 City of Mm'onds Development Service_ s Department Planning Division' ' Phone: 425:771.0220 Fax 425.771.0221 DATED. RECEPWD: -7 t 3(O/ CITY RECEIPT M 1-2 Zg Critical Areas File-#:. Critical Areas Checklist Fee: $45.00 -:DATE MAILED TO APPLICANT:. .CRITICAL AREAS CHECKLIST The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of a development permit to the City." The purpose. of the Checklist is to enable City. staff to, determine whether any potential Critical Areas are, or may be, present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical areas inventories, maps, or soil surveys). An- applicant, or his/or representative, must fill out the checklist, sign and date it, and submit it to the City. The City will! review the checklist, make a precursory site visit, and make - ,a determination of the subsequent steps necessary to complete a development permit application. Please submit a ,vicinity map, along with the signed copy I of this form to assist.. City staff in finding and locating the specific piece of property described on this form. In addition, the applicant shall include other pertinent information (e.g. site plan, topography map, etc.) or, studies in conjunction. with ,this Checklist to assistant staff in completing their . preliminary assessment of the site. I have completed the attached CRITICAL AREAS CHECKLIST and attest that the answers provided are factual to the best of my knowledge (fill out the appropriate column below): PLEASE PRINT CLEARLY Owner/Applicant: . Applicant Representative: Garbe . Name Name 42 G P A/ 4 Street Address )'I w k,'lft o IVA ?'Wr- s-(oo City State Zip Telephone: 3 a 5'0 Si ture Date: Street Address City State Zip Telephone: . Signature G:\Share\Library\Planning\Fomns\Public Handouts\ Critical Areas Checklist Doc/1-16-2001 Date: 3 Zipper Zeman Associates, Inc.' Geotechnical and Environmental Consulting h I FILE J-991 October 26, 2001. Pic it Garbe -Weller Construction Company, Inc. o 12616-49 th Avenue West oFv NOVV l 6 200; Mukilteo, Washington 98275-5600 cOTMENT sE V OF EOM0N ss OTR. Attention: Mr. John Garbe Subject: Geotechnical Evaluation Proposed Residential Development 614 Bell Street Edmonds, Washington Dear John, Zipper Zeman Associates (ZZA) has completed the geotechnical evaluation relative to geotechnical design and construction considerations for. the proposed residential development on Bell Street in Edmonds, Washington. The purpose of the geotechnical evaluation was to establish general subsurface conditions at the site from which conclusions and recommendations regarding foundation, floor slabs, and construction considerations could be formulated. The scope of our work consisted of field explorations, geotechnical engineering analysis, and preparation of this report. Our authorized scope of services did not include sampling or testing of soil and water samples for regulated environmental contaminants. We understand that the project consists of demolition of an existing single-family residence and detached garage/shop, and construction of 6 separate residential structures on the property. We anticipate that the buildings will consist of one to two story, wood -frame structures, with concrete slab -on -grade lower floors. Shallow spread footings are anticipated for foundation support. We understand that final finish grades for the new development will be near existing site grades. SITE CONDITIONS The site conditions were evaluated on March 23, 2001 and consisted of excavating three (3) test pits on the property. The surface and subsurface conditions are described below. Interpretive test pit logs of the explorations are attached. The approximate exploration locations are shown on the Site and Exploration Plan, Figure 1. Figure 1 was adapted from a drawing provided by Garbe -Weller Construction Company, Inc. Zipper Zeman Associates, Inc. 18905 — 33d Avenue W, Suite 117 Lynnwood, Washington 98036 (425) 771 —3304 614 Bell Street J-991 Edmonds, Washington October 26, 2001 Page 2 Surface Conditions The site is located in the downtown Edmonds area. An existing residence and detached garage/shop occupy the central and eastern portion of the lot. The site and surrounding area are relatively level with an overall gentle slope down to the west to northwest. Vegetation on the site consists of landscape lawn, bushes and trees. Subsurface Conditions The subsurface conditions for this project were evaluated on March 23, 2001 and consisted of excavating three test pits (TP -1 through TP -3) to depths between 5 and 8.5 feet below surface grade. The approximate locations of the test pits are shown on the Site and Exploration Plan, Figure 1. The test pit logs are attached. The soils exposed in the test pits are considered fairly uniform across the site. In general, a topsoil layer consisting of organic rich, fine sandy silt extended to depths ranging from approximately %i to 2 %i feet below the surface. In test pit TP -1, fill consisting of loose to medium dense sand was observed below the topsoil and extended to a depth of 1.5 feet. Another, older, topsoil layer was observed below the fill in this test pit and extended to a depth of approximately 2.5 feet. Below the topsoil and fill layers in all of the test pits was native, medium dense sand with minor to some silt. This sand continued to the bottom of the test pits. Groundwater Conditions Minor seepage was observed in test pit TP -1 at a depth of approximately 7 feet. Groundwater was not observed in the other test pits. However, groundwater conditions should be expected to fluctuate with changes in site utilization, precipitation, surface runoff patterns, and other factors. CONCLUSIONS AND RECOMMENDATIONS Based upon our subsurface exploration program, the site is considered suitable for the proposed residential development using conventional spread footing foundations. However, the fill and topsoil layers are not considered suitable bearing soils. Therefore, suitable bearing soils for footings, slab -on -grade floors, and paved areas should consist of the native medium dense sand generally observed at a depth on the order of 2 to 2.5 feet in the test pits. The following paragraphs address geotechnical issues regarding the design and construction of the planned residential development. These recommendations are based on our understanding that final finish grades and existing grades will essentially be the same. Should there be changes in final grade elevations or other design modifications, we should be notified so we can review and modify these recommendations, if necessary. Zipper Zeman Associates, Inc. 18905- 33`d Avenue West, Suite 117 Lynnwood, Washington 98036 (425) 771 - 3304 614 Bell Street J-991 Edmonds, Washington October 26, 2001 Page 3 Site Preparation The existing buildings should be demolished and removed from the property in a manner that limits the amount of disturbance to existing soil conditions. All demolition debris, including existing concrete footings and asphalt pavement should be removed from the site. In addition, all existing vegetation, fill and topsoil layers should be stripped from proposed building areas. Topsoil may be removed from the site or alternatively stockpiled and reused in landscape areas. Following excavation to suitable bearing soils, we recommend that the entire exposed subgrade surface be proofrolled with heavy construction equipment (e.g. loaded dump truck or vibratory compactor) to identify any soft or loose soil areas. Proofrolling should result in the exposed subgrade surface of achieving a uniformly compacted, firm, non -yielding surface, with the upper one foot compacted to at least 95 percent of the maximum dry density per the ASTM D-1557 (Modified Proctor) test method. This should be confirmed by Zipper Zeman Associates, Inc. The excavated surface should be observed to detect the presence of unsuitable or disturbed soils, which if encountered, should be removed and backfilled in accordance with the recommendations in this report for structural fill. The exposed subgrade soils in the building areas should be protected from disturbance by the contractor during wet site conditions. Towards this end, it may be prudent to spread a working surface of clean, well -graded sand and gravel or crushed rock over the exposed subgrades. Footing excavation surfaces can alternatively be protected by a lean concrete mud slab, if excavated during wet weather periods. We recommend that the site be graded to direct storm runoff away from excavations. Based on the observed conditions in the test pits, we anticipate that only minor perched groundwater will be encountered within the depth of the footing and slab -on -grade excavations. Structural Fill All fill placed within building areas and beneath paved surfaces should be placed as structural fill. The structural fill should be placed after removal of any existing disturbed soils and after the site subgrade soils have been prepared in accordance with the "Site Preparation" section of this report. The structural fill should be placed in lifts not exceeding 8 inches in thickness (loose measure) and thoroughly compacted to at least 95 percent of the maximum dry density as described by the ASTM D-1557 (Modified Proctor) test procedure. We recommend that a representative from our firm be present during placement of the structural fill to monitor and verify compaction with field density tests. The suitability of excavated site soils for compacted structural fill will depend on the gradation and moisture content of the soil when it is placed. As the amount of fines (that portion passing the U.S. No. 200 sieve) increases, the soil becomes increasingly sensitive to small changes in moisture content and adequate compaction becomes more difficult or impossible to Zipper Zeman Associates, Inc. 18905 - 33`d Avenue West, Suite 117 Lynnwood, Washington 98036 (425) 771 - 3304 • 614 Bell Street • J-991 Edmonds, Washington October 26, 2001 Page 4 achieve. Soils containing more than about 5 percent fines cannot be consistently compacted to a dense, non -yielding condition when the water content is greater than optimum. Optimum moisture content is that moisture which results in the greatest compacted dry density with a specified compactive effort. The near surface site soils (below the fill and topsoil) are considered potentially moisture sensitive. These soils may be suitable for use as structural fill during extended dry weather periods when drying of the soils to near optimum moisture content is possible. In general, soils containing higher percentage of fines should be limited in their use as structural fill to the drier summer and early fall months depending on the weather. If rain occurs during placement of onsite soils, the compacted in-place soils should be allowed to dry prior to additional fill placement. It may be necessary to scarify, dry and recompact the upper layer prior to additional filling. During wet weather, under wet site conditions, or if the soils cannot be properly dried, the use of onsite soils for structural fill may not be acceptable, requiring suitable materials to be imported. Imported fill should consist of well -graded sand or sand and gravel. Under wet conditions, the fines content should be limited to less than 5 percent (based by weight on the minus 3/4 inch fraction using the wet sieve analysis). Typically, soils containing less than 5 percent fines can be compacted under a wide variety of weather conditions. Prerequisite to fill control is a determination of the compaction characteristics from representative samples. Samples should be supplied from the borrow sources as soon as work begins. A study of the compacting characteristics should include determination of maximum dry density, and optimum and natural moisture contents of the soils at the time of construction. Foundations Continuous and individual spread footing foundations can provide suitable foundation support for the planned residential structures. The footings should be founded on the native medium dense sand, or on a zone of structural fill that extends down to the native medium dense sand. In areas where loose, disturbed, or other unsuitable subgrade soils are encountered, the soils should be overexcavated to undisturbed soil and the overexcavations backfilled with structural fill or a lean concrete up to the bottom of the footing elevation. The onsite soils are readily subject to disturbance from construction or foot traffic when damp or wet.. If construction is accomplished during wet weather or if seepage enters the excavations, it would be necessary to protect the footing subgrade soils from disturbance prior to concrete placement. Footing subgrade could be protected by placement of a thin, lean concrete mud slab immediately following excavation of the footing and clean out of any loosened or disturbed soils. We recommend utilizing a maximum allowable soil bearing pressure equal to 2,000 psf (pounds per square foot) for footings founded on the medium dense sand that has been prepared as described in the "Site Preparation" section of this report, or on a zone of structural fill Zipper Zeman Associates, Inc. 18905 — 33`d Avenue West, Suite 117 Lynnwood, Washington 98036 (425) 771— 3304 • 614 Bell Street J-991 Edmonds, Washington October 26, 2001 Page 5 extending down to the prepared native medium dense sand subgrade. This bearing pressure could be increased by up to one-third to resist transient dynamic loads such as wind or seismic forces. We recommend that exterior and interior continuous footings should have a minimum width of 18 and 15 -inches, respectively. Isolated pad footings should have a minimum width of 24 - inches. We recommend the base of all exterior footings be located a minimum depth of 18 inches below the adjacent exterior grade. Interior footings should be located a minimum depth of 12 inches below the top of finish floor grade. Assuming the foundation elements are founded on the prepared subgrade as discussed above, we estimate that total settlement will be on the order of 1 inch with differential settlements on the order of '/2 -inch. The majority of the settlement should occur elastically during the construction of the building. However, if any disturbed or soft materials are left within the footing areas prior to concrete placement, additional settlement should be anticipated. For that reason, the condition of the footing subgrade soils should be evaluated by a representative of Zipper Zeman Associates, Inc., prior to concrete placement, to confirm that the condition of the bearing soils are consistent with those assumed during design, and that all unsuitable materials are removed. Seismic Criteria and Liquefaction Figure 16-2 presented in the 1997 Uniform Building Code classifies the subject site as being within Seismic Zone 3. Based on the subsurface conditions encountered at the site and published geologic literature, it is our recommendation that a Soil Profile Type of SD be used to describe the average properties within the upper 100 feet of soil beneath the site. This designation describes soil that is considered stiff with a shear wave velocity of 1,000 to 2,000 feet per second, Standard Penetration Test values between 15 and 50, and an undrained shear strength of between 600 and 1,200 psf. Liquefaction is a process whereby loose to medium dense, granular soils below groundwater level lose strength due to a buildup of pore pressures caused by seismic shaking. The soils observed in the test pits are considered to have a low susceptibility to liquefaction based on the lack of a permanent groundwater table, and the overall dense condition of the glacial soils in the area. Drainage Recommendations We recommend that the planned buildings be protected by perimeter footing drains. The drains should be placed at or slightly below the bottom of the footing elevation and should consist of a minimum 4 -inch diameter perforated pipe embedded in at least an 18 -inch wide zone of clean, free -draining granular material, such as pea gravel. Footing drains should be directed toward an appropriate storm water drainage facility. We recommend cleanouts be provided in the footing drains. Roof drains should not be connected to footing or wall drains. All roof drains should be connected to a separate tightline leading to an approved storm sewer system. We recommend that the ground surface adjacent to the buildings be sloped to drain surface water away from the structures. Zipper Zeman Associates, Inc. 189057 33'd Avenue West, Suite 117 Lynnwood, Washington 98036 (425) 771 - 3304 614 Bell Street J-991 Edmonds, Washington October 26, 2001 Page 6 Slab -On -Grade Floors Slab -on -grade floors should be founded on a properly prepared subgrade per the recommendations outlined previously. We recommend that the floor slabs be underlain by a minimum 4 -inch thickness of clean sandy gravel, crushed rock or pea gravel, to serve for support and as a drainage layer, capillary break and working surface. The fines content of this layer should be limited to 5 percent or less, by weight, when measured on the minus 3/4 inch sieve fraction. Although loads associated with floor slabs are typically much less than footing loads, the much larger areal extent of floor slabs creates deeper subsurface pressure distribution of the loads which can result in unacceptable settlements in thick zones of softer or looser soil. We estimate that total settlement of the slab -on -grade floor will be on the order of '/2 to 3/4 inch with differential settlements approaching half of the estimated total amount. Structural reinforcement of the slab should be considered if these values are unacceptable based on the intended purposes of the building. We recommend that consideration be given to using a vapor barrier consisting of a minimum 6 -mil plastic sheeting placed between the capillary break and slab -on -grade floors. The vapor barrier should be protected from damage during installation with a 2 -inch thick layer of clean bedding sand placed above and below the barrier. Erosion Control Erosion and sedimentation controls are recommended during construction to reduce the potential impacts to adjacent areas. Erosion control measures should be designed to prevent sediment transport. This may be accomplished by constructing water bars or utilizing other methods to control surface water runoff, and constructing silt fences to control sedimentation. If construction is accomplished during the winter months, we further recommend that temporary erosion protection be provided consisting of covering exposed soil areas with plastic sheeting, jute matting, and/or straw. We recommend that all bare soil areas be planted or mulched as soon as possible. It may be necessary to provide temporary erosion protection until vegetation has been reestablished. CLOSURE This report has been prepared in accordance with generally accepted geotechnical engineering practices for the exclusive use of Garbe -Weller Construction Company, Inc., for specific application to this project and site location. The conclusions and recommendations presented in this report are based on the explorations accomplished for this study. If any modifications of the design as discussed in this report are made, we recommend that we be provided the opportunity to review the recommendations and considerations provided herein to determine whether any changes are appropriate. The integrity and performance of foundation system depends greatly on proper site preparation and construction procedures. Therefore, we Zipper Zeman Associates, Inc. 18905 — 33rd Avenue West, Suite 117 Lynnwood, Washington 98036 (425) 771 — 3304 614 Bell Street • J-991 Edmonds, Washington October 26, 2001 Page 7 recommend that we be retained to provide geotechnical services during any foundation construction phases of this project. If variations in the subsurface conditions are observed at that time, we would be able to provide geotechnical engineering recommendations to the owner and contractor in a timely manner as the foundation construction progresses. We appreciate this opportunity to be of service to you on this project. Should you have any questions regarding this report, or other aspects of the project, please call. Respectfully submitted, Zipper Zeman Associates, Inc. isF. dL� Timothy H. Roberts, P. G Project Engineer John E. Zipper, P. President Enclosures: Figure 1: Site and Exploration Plan Test Pit Logs (TP -1 through TP -3) i4F_XPIRES 1 / ?_4 / Zipper Zeman Associates, Inc. 18905 — 33rd Avenue West, Suite 117 Lynnwood, Washington 98036 (425) 771 — 3304 hlCtwflK I x'- �n117e .F1 Y, :ate 4' o uL.it fff 41 ' cetlq'hNIc.S- tw1TN L.WL-. p_ � • CI�Y11Ft+3nH DFfilfdl f \ I e NJA WW1F--RK T F9WM 319 MW£'� ES%dL`HD 1 I i° QW�E 42T 77 If -4ai OXrA--M wwp W.0 I I I i\ �WWAG{W� ' �� OJ uwnN4 W*e aq ca uTW e9of u�p II ac in ultiu, LAW Il.ele� r I!-_9'dMNfwlk7e R!Iw;:s7Ef) !ff ' ' —:rtreC 2s1eF.' 37E�' � �� '� _ il.�ul:uJ"•i�l�y'•iii I '-'L!�II Q �4NE RrAM I I 11 `1 i ..: i •. .• I I I C: iLn 1! 41 ICIMLI 8'•v XI u •V m i- I N TP -tea z_.. 10 • acaw�u:. _� i�m Lqcvjr�&M P104 14 V�o _ •ji 1. Fccwlr= �L r ' JIB ii %'•..'.11'I1 Ix11tj17 `3g°°I'cL°rU'f sz. or P�NfHG+��Y1.xuo1 I- .. LANO �uA . C =p � � RG►R Ya�sD._hC"f PACK u - -�.� � � war • � � _p � � � -� SITE AND EXPLORATION PLAN Site Plan modified from drawing provided by Garbe -V 1 J-991 1 FIGURE 1 Garbe —Bell Street Residences 0 Edmonds, Washington Test Pit TP -1 Depth (feet) Material Description 0.0-0.5 Sod over soft, moist to wet, dark brown, sandy SILT with organics (Topsoil). 0.5-1.5 Loose to medium dense, moist, brown, SAND with trace to some silt (Fill). 1.5-2.5 Loose to medium dense, moist, dark brown, sandy SILT/silty SAND with organics (Old Topsoil). 2.5-8.5 Medium dense, moist to wet, gray -brown, fine to medium SAND with minor silt. Test pit completed at 8.5 feet on 03/23/2001. Slight groundwater seepage observed at approximately 7 feet. No caving observed. Test Pit TP -2 Depth (feet) Material Description 0.0-0.5 Sod over soft, moist to wet, dark brown, sandy SILT with organics (Topsoil). 0.5-2.0 Medium dense, moist, orange -brown, fine to medium SAND with minor silt and minor rootlets. 2.0-8.0 Medium dense, moist to wet, gray -brown, fine to medium SAND with minor silt. Test pit completed at 8 feet on 03/23/2001. No groundwater seepage observed. No caving observed. Zipper Zeman Associates, Inc. 18905 — 33" Avenue West, Suite 117 Lynnwood, Washington 98036 J-991 Test Pit Logs Sample No. Sample No. (425) 771 - 3304 I \ 0 Garbe — Bell Street Residences Edmonds, Washington Depth (feet) 0.0-2.5 2.5-5.0 • Test Pit TP -3 Material Description Sod over soft, moist to wet, dark brown, sandy SILT with organics (Topsoil). Medium dense, damp, gray -brown, fine to medium SAND with minor to some silt. Test pit completed at 5 feet on 03/23/2001. No groundwater seepage observed. No caving observed. J-991 Test Pit Logs Sample No. Zipper Zeman Associates, Inc. 18905 — 33rd Avenue West, Suite 117 Lynnwood, Washington 98036 (425) 771 - 3304 ., ..'�, ... • ....-.-, . ' �-.,i�v'�.'r,n .,rv.,r•`'+, ✓�r�-r-�ry�l•"ww•-�+.'-•i+- r " �' y-4'- o�tHt.. ., : •rr1� vY`"'. 111=1cj o City Of Edmonds.PERMIT NQ:. 959T SIDE SEWER PERMIT PERMIT EXPIRES Address of Construction: -Age// LID # 457- roe / 3,0;f Property Tax Account Parcel No. 04 113 Y ;2 Attach copies of all access and utility easements Verified and Approved by Owner and/or Contractor: - "r xe, nm Z.4 Contractor License #: Cc G / Building Permit #: 200.2 — a219 Single Family, ❑ Multi -Family (No. of Units ❑ Commercial (No. of Units ) Invasion into City *Rig ht- of Way: Yes ❑ No *RW Construction Permit # I ®GG' Cross other **Private Property: ❑ Yes d No. ❑ Public **Attach legal description and copy of recorded easement. l/ Owner/Contractor %��®2 Owner�or contractor signature and acknowledgement statement: Date By signing for this permit I certify that I have read the City's public handout entitled t ide Sewer Specifications, and shall comply with all City requirements outlined therein. W CALL DIAL -A -DIG (1-800-47-W-555). BEFORE ANY EXCAVATION "9 2 FOR INSPECTION CALL 425-771-0220 exterisionEl32h 24 HOUR NOTICE REQUIRED FOR.ALL INSPECTION REQUESTS City Permit Surcharge Fee $5.00 Total Fees Paid $��- NOTE: IF JOB SITE IS NOT READY FOR INSPECTION WHEN INSPECTOR ARRIVES A $45 RE -INSPECTION FEE WILL BE CHARGED. Job Site Ready YES NO Date:, Initial: Partial `Date: 11S107 -Initial: 1M Partial Inspection: Date: Initial: Y FINAL INSPECTION APPROVED: Date: t� (I m- Initial: TJtri As -built to Street File: ❑ t, PERMIT MUST BE POSTED ON JOB SITE tz- 458aal_T oto White Copy: File Green Copy: Inspector .Buff Copy: Applicant L;temp;bldg;forms;sspennitjlg4/00 . N ct\M'. n.�+•,,.,,,:t✓'��1Jd`wJ"v�,F.'afip'i•''?�lr'vsutl•l`..�M�•.13r+"' ^-%L.tJ':sJt tm.f7•' yl. 6+J �,'tigjs`,�,�iy.b'u�....'-. w •r-.-0`1v4"199's4+F5''tft��f ': ^5i+r:%� PERMIT NO:.., .9598 City bf,Edmonds. PERMIT EXPIRES 1- t �qc. 189 SIDE SEWER PERMIT ��-- Address of Construction: 610 .19,e // x,)t LID # FS 13 Property Tax Account Parcel No. 00 "Y ' r O 9 v o S/o,v Attach copies of all access and utility easements Verified and"Approved by Owner and/or Contractor: Gar 4c — 01e llehr ra rvr f� Ir, Contractor License #: CC Building Permit #: -20a,2— 0, . f�/a�e�a� ingle Family Invasion into City *Right -of Way: [R<es ❑ No ❑ Multi -Family (No. of Units '*RW ConstructionTermit G ❑ Commercial (No. of Units ) -Cross other **Private Property: ❑ Yes [1 No r r` ` ❑ Public **Attach legal description and copy of recorded easement. �i ��,;� Owner/Contractor y/ �:2 Owner or ractor signature and acknowledgement statement: Date By signing for this permit I certify that I have read the City's public handout entitled (` ide Sewer. Specifications, and shall comply with all City requirements outlined therein. CALL DIAL -A -DIG. (1-800-42T.-,5555) BEFORE ANY EXCAVATION 2 'W FOR INSPECTION CALL 425-771-0220 extensionl, 209 24 HOUR NOTICE REQUIRED FOR ALL INSPECTION REQUESTS NOTE: IF JOB SITE IS NOT READY FOR�INSPECTION WHEN INSPECTOR ARRIVES A $45 RE -INSPECTION FEE ILL BE CHARGED. Job Site Ready YES N0. Date: Initial: Partial Inspection: J�(OyIN& d . (d L� 6 iraad�+ f°rarer �' Date: 2 2Initial• Partial Inspection: Date: Initial: FINAL INSPECTION APPROVED: Date: l It Irl �Z Initial; 9 �?1 As=built to Street File: ❑ b , `,� PERMIT MUST -BE POSTED ON JOB SITE f . 0,i\1 0011 White Copy: File Green Copy: Inspector Buff Copy: Applicant L;temp;bldg forms;ssoermitj lg4/00' . ,. .,.. ..--Rr.L,. ' y�G: n•:�(i��fh_.t�lvt:r'C.r��r;;� �f'niVr�� He�`va��'�»w.c^.1iC:;?�'°„�"�, �, �J�f: pR d,,.�5.r�f'Yy*�-,•yvi•�,c"M`" + � rryiY�: AI�r✓t+'vrs•�'w��`.Y,i•iv-^v'::S:��Y`.s+.....r..Vt�i •t" PERMIT NO: 9599. City of Edmonds SIDE SEWER PERMIT,PERMIT; EXPIRES Address of Construction: �7'_ LID #-�� Property Tax Account Parcel No. Attach copies f all access and utility easements /�� Verified and Approved.b. Owner and/or Contractor: l7 ra* Weapr � Cs _X� C Contractor License#` �Ae21'�' Cf G. 11 ' uilding Permit #: -2 © O Ingle Family Invasion into City *Right -of Way: B<s ❑ No ❑ Multi -Family (No. of Units ) *RW Construction Permit # ❑ Commercial (No. of Units ) Cross other **Private'Property: ❑ Yes Ej<o ❑ Public **Attach legal description and copy of recorded easement,' `✓� Owner/Contracto T /S10.� Owner or co ctor signature and acknowledgement statement. Date �,.—,,,By signing for this permit I certify that I have read the City's public handout entitled ,—,-,,By Sewer. Specifications, .and shall comply with all City requirements outlined therein: ', W. CALL DIAL -A -DIG (1-800-42'5555) BEFORE ANY EXCAVATION 9 2 FOR INSPECTION CALL 425-771-0220 extension;]X2�V 24 HOUR NOTICE REQUIRED FOR ALL INSPECTION REQUESTS NOTE: IF JOB SITE IS NOT READYF.OR INSPECTION WHEN INSPECTOR ARRIVES A $45 RE -INSPECTION FEE WILL BE CHARGED. Job Site. Ready YES NO Date: Initial: Partial Inspection: Partial Inspection: Date: Initial: FINAL INSPECTION APPROVED: Date:.k�,t . "14Q101- Initial: Jjj6A& As -built to.Street File � PERMIT MUST BE POSTED ON JOB SITE, White Copy: File Green Copy. Inspector Buff Copy: Applicant L;temp;bldg;forms;sspermitj lg4/00. ❑ �sbvAf o:ti Gv, I ftos 'Mwn-r ^yr"-....,. i..n+..-. � t � r^V a'.•...+llr^�.Ml-•i-.C�Yr`..,.rc.•`^,N...,,+v..i.:�..+"'.l. .�,aJ..�-,.--�.,,.�,.,,.,,.,�.�,:;.J,--.-ti.f�—...:.,5'�r�r' � r,,7�...'f'f'Y'lav^ � ., r,�'"'."a"cV""`lkil'i-.r`li?1'1-^-..•.T•�.n(r•nf �.�'^"�."r`'q''f1A\^'w'1"'" y?; I,7C�g0 t CityOf Edmonds.:PERMIT NO: 9600 SIDE SEWER PERMIT'...,.'PERMIT EXPIRES �U����,yy�-- ` Address of Construction: �a�7 l�� /f -'rT� LID #:3'1Q /.3y Property Tax Account Parcel No. �% ©'7�3 x.59.o o OO' Attach copies of all access and utility easements Verified and Approved by Owner and/or. Contractor: 11 tw r ` - W r /K, Contractor License #: C #4eWC 6>114 lding Permit. #: 2 o a - ?6 / Single Family Invasion into City *Right -of Way: es ❑ No ❑ Multi -Family (No. of Units ) *RW Construction Permit # Q�y C ❑ Commercial (No. of Units ) Cross other **Private Property: ❑ Yes Ute' ❑ Public **Attach legal description and copy of.recorded easement. Owner/Contractor Own or contractor signature and acknowledgement statement: Date . W By signing for this permit I certify that I have read the City's public an out entitled ide Sewer Specifications, and shall comply with all City requirements outlined therein. CALL DIAL=A-DIG (1-800-42'-5555) BEFORE ANY EXCAVATION W;.' :.> W FOR INSPECTION CALL 425-771-0220 extension j3a(JX 24 HOUR NOTICE REQUIRED FOR ALL INSPECTION REQUESTS NOTE: IF JOB SITUS NOT READY FOR INSPECTION WHEN . INSPECTOR ARRIVES A $45 RE -INSPECTION FEE WILL -BE CHARGED. Job, Site Ready YES NO Date: - Initial: (flPartial Inspection: r �� s2 g 4v Par �' v Date:. 411L-Otilnitial:�� Partial Inspection: Date: Initial: FINAL INSPECTION. APPROVED:. Date. NI f9 I01- Initial:As-built to Street..File: ❑, (Jyl. PERMIT MUST BE POSTED ON JOB SITE t, White Copy: File Green Copy: Inspector Buff Copy:'Applicant L;temp;bldg;forms;ssperTitj Ig4/00 ,� Yr.`�1�,-1h.-+i�{h,:..rv..i�,'�....Mu�ki....�V'�I.,W✓,�;,,.,uw . c.0„"P� : �`k�c�w'✓�ti ��te...,�+,�.tr.0'L"^�r Y`'cy!”` a'w''�a:f�%'h• . '"i w`6a'lyd� .a`�``- Y`, PERMIT NO: .9601 �.� Ci of Edmonds PERMIT EXPIRESIJAIdm l , lnc. 1 g9,� SIDE SEWER PERMIT Address of Construction: .61", 6"// - LID # r-rR 13 Property Tax Account Parcel No. U D k2k - - 200? X eo 0e# Attach copies of all access and utility easements �-�Verified and Approved by Owner and/or Contractor: Contractor License #: G,#R;?e C!' O Building Permit o 0.2 — O�2 G .a Single Family ❑ Multi -Family (No. of Units ❑ Commercial (No. of Units ) ❑ Public Invasion into City *Right -of Way: Yes ❑ No *RW Construction Permit # Q 2 4 C `' Cross other **Private Property: ❑ Yes [ 6 **Attach legal description and copy of recorded easement. rj Owner o ntractor signature and acknowledgement statement �-,_; ....��Date By.sig ing for this permit I certify that I have read the City's public handout entitled ode Sewer Specifications, and shall comply with all City requirements outlined therein. *2 CALL DIAL -A -DIG (I-800-42�,--= 555) -BEFORE ANY EXCAVATION 9 2 FOR INSPECTION CALL 425-771-0220 extension] � 24 HOUR NOTICE REOUIRED FOR ALL INSPECTION REQUESTS NOTE: IF JOB SITE" IS NOT READY FOR INSPECTION WHEN INSPECTOR ARRIVES A $45 RE -INSPECTION FEE WILL BE CHARGED. Job Site Ready YES NO Date: Initial: of WI hGI Partial Inspection: l�Oi' 114.' LOtl1Yk�t @, L ,R_I- t°,z _Date:411140"w Initial: _ Partial Inspection: Date: Initial: FINAL INSPECTION APPROVED: Dater: Initial:_ As -built to Street File: ❑ `,i PERMIT MUST'BE°POSTED, ON JOB SITE',!,: Ct ,i fj"5 White Copy: File 'Green Copy: Inspector Buff Copy: Applicant L;temp;bldgforms;sspermitjlg4/00 ;' i `v:M9.r•s•r: .-.'r^.n-::..:w{;;--. -. _ ,. .. �y, ,..f:.n•• t -f -..••,; .'... ..wi•-,..r.iz �.: 7 •,.,.,.�..:.-•4:Y'*`-h:v rrY.itY:l'y,,•dv.' ..vY„�.f'" •'t: ,.a7 a+S'(7^i��v1U�.,tV'.3r:r•r....-.Nr"trx�yl``...v. .'ti...v'irii?ti:✓''rr,r -••S•"" "{ ✓" EdtfibndsPERMIT NO: 9602 -` C1 of t� PERMIT EXPIRES f Jnr. SIDE SEWER'PE ::- Address of Construction:. (� �� ��/ LID #-r4Q Property Tax Account Parcel No. 4 0 V1/ �,; .4 0 Attach copies of all access and utility easements Verified and Approved by Owner and/or Contractor: se -4, Contractor License #: C'C O.uilding Permit #: ? w o.2 -- ©;? G ringle Family Invasion into. City *Right -of Way: 20fes ❑ No ❑ Multi -Family (No. of Units._) *RW Construction Permit # 0.2 0'6'6 ❑ Commercial (No. of Units ) Cross other **Private Property: ❑'Yes ❑ Public **Attach legal description and copy of recorded easement. Owner/Contractor 4111 ej :2 . Owne or contractor signature and acknowledgement statement: Date l By signing for this permit I certify that I�have read the City's public handout entitled Slid a NIL ide Sewer Specifications, and shall comply, with all City requirements outlined therein. 9 CALL: DIAL -,A -DIG (1-800-42{ 5555)BEFORE ANY EXCAVATION W 9 FOR INSPECTION CALL 425-771-0220 extensiomda-� , 24 FLOUR NOTICE REOUIRED FOR ALL INSPECTION REQUESTS City Permit Surcharge Fee $5.00 Total Fees Paid $ Gt NOTE: IF JOB. SITE IS NOT READY FOR INSPECTION WHEN INSPECTOR ARRIVES A $45 RE-INSPECTIQN FEE WILL BE CHARGED. Job Site Ready YES NO Date:. Initial'. (7119M Yvu� w j o Partial Inspection: �0 ' V�;� AQC S� QI o ��op� . Date: 2 ti Initial V Partial Inspection: Date: Initial: FINAL INSPECTION APPROVE 1,5 PERMIT MUS White Copy: File L;temp;bl dg;forms;sspermitj Ig4/00 i� A2 Initial:— Wey� As -built to Street File r'OE -POSTED ON JOB SITE Green Copy: Inspector Buff Copy: Applicant Y El c,v;1 GARBE-WELLER CONSTRUCTION COMPANY, INC. 6930 Totem Beach Loop Road, Tulalip, WA 98271-9705 360-653-7508 (0) 425-210-2763 (C) September 1, 2004 Jeannie McConnell Engineering Technician City of Edmonds 121 5t' Ave North Edmonds, WA 98020 ,✓ire: 614 Bell Street Dear Ms. McConnell: RECEIVED SEP 0 7 2004 ENGINEERING DIVISION Your letter of August 27, 2004 regarding the Garden Cottage homes at 614 Bell Street was received. I understand the importance of an unobstructed sewer main and will work to correct the problem you identified in your letter in a timely manner. The original side sewer work was subcontracted to Cajun Excavating, Inc. I am attempting to contact them regarding this matter. This company has a good reputation for standing behind their work, and I don't anticipate anything different for this situation. You are apparently out of the office until September 8th . Please call me on my cell �� �! number listed above when you return. I will also try to call you at your office. �' TI vQ, ,0� Respectfully, ohn Garbe C� Cc: Cajun Excavating, Inc. o �hin �►a rbe : Ca' `Ing Cofecf?d, ablew � J S& rrnus f� yaw We saw �V � J cis fo vur� Tv oNfi, J� 14C.189v CITY OF EDMONDS 121 5TH AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 • FAX (425) 771-0221 Website: www dedmonds.wa.us DEVELOPMENT SERVICES DEPARTMENT Planning • Building • Engineering August 27, 2004 Garbe -Weller Construction Co., Inc. 12616 491h Ave W Mukilteo, WA 98275 SUBJECT: 614 Bell Street Dear Mr. Garbe, GARY HAAKENSON MAYOR During normal and routine maintenance of the sanitary sewer main in alley between 6th & 7th, the City of Edmonds Public Works Department discovered a problem with the connection to the sanitary sewer main. The sanitary sewer lateral for the Garden Cottage homes at 614 Bell Street was connected to the main line using a 6" Inserta — Tee. This tee was pushed beyond the stop line of the fitting causing it to protrude into the main line. At this time the City's TV camera cannot pass through this section of the main line. I understand there are a couple of options to correcting this problem. Apparently, there are companies that can be hired with specific equipment that can "cut off' the PVC section that protrudes into the main line. A specific type of blade is required to make this cut on the PVC material so it does not cause the fitting to split or explode. The other option would be to expose the connection and replace the Inserta — Tee fitting. A right-of-way construction permit will be required prior to commencing the repair work within the City right-of-way. I have enclosed a permit application for you. Please contact me by September 10, 2004 at 425-771-0220, ext. 1338. Sincerely, Jeanie McConnell Engineering Technician c: street file Chad Cross Incorporated August 11, 1890 r:4... u..t.:--- r---- FT a McConnell, Jeanie From: Cross, Chad, Sent: Friday, February 27, 2004 12:28 PM To: Gilbert, Danielle; Hawkins, Jaime; McConnell, Jeanie Cc: Waite, Jim Subject: 614 Bell st Today the TV crew found this 6" Inserta - Tee that was pushed in beyond the stop line on the fitting, our camera can not get by it, Can we make the developer fix this ? Thank you .. Chad. K 16615.jpg (23 KB) `7 f ATE RECEIVEDTW I ` PERMIT EXPIRES Z CITY OF EDMONDS ZONNE �/ ,n^ PERMIT ZO{I r' I NUMBER CONSTRUCTION PERMIT APPLICATION JOB SUITE/APTO ADDRESS V P�V4 nuzv OWNER NAME/NAME OF BUSINESS Co, PLAT NAME/SUBDIVISION NO. LOT NO. LID NO. LID FEE $ W MAILING ADDRESS A,- / G 7 �T �� f PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP ' EXISTING PROPOSED46 RE FT FT METER SIZE LINESIZENO. OF IXT RES 3 r TESCP Approved 0 RW Permit Required 13 Street Use Permtl R d Street Use P ml Req OO Sidewalk Requlrad O Underground W" required PR QUIRED YESVNp 0 2 CITU ZIP TELEPHONE q ,VIA /fl'l PQ J f.2 �.Zs' �y� '8��� NAME {/PY%n,/ r CA."rf!anso., ADDRESS jj Q (y REMARKS OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE = CITY ZIP TELEPHONE 6 vllE NAME OZCITY U r -" { /� CaMrl�.-• C.• ENGINEERING REVIE ED DATE lqfLOLQ/12 Av- ADDRESS V/(/ U11/A 41 of FIRE REVIEWED BY GATE m LL IP a, T EPHONE STATE LICENSE NUMBER EXPIRATION DATE C c o/ G,4lQ &F c c o.21 ty G�G OeZ C D VARIANCE OR CU ��.� SHORELINE O ^ l INSPECTION REO'DO NO YES BOND. ST D 5 a PROPERTY TAX ACCOUNT PARCEL NO.SEPA CPO ® OD O REVIEW COMPLETE EXEMPT EXP 17*r SIGN AREA ALLOWED PROPOSED HEIGHT ALLOWED PROPOSED:. NEW , RESIDENTIALPLUM NG / MECH ❑ ADDITION ., . ❑ . COMMERCIAL , ❑ COMPLIANCE OR CHANGE OF USE "❑ REMODEL ❑ATMENT A ❑ SIGN ❑ GRADING FENCE ,CYDS ( X FT) LOT COVERAGE ALLOWED PROPOSED �% 9 I REQUIRED SETBACKS (FT.) FRONT SIDE REAR / r /O / PROPOSED SETBACKS (FT) FRONT UR SIDE REAR:'. ��� PARKING REO'D PROVIDED 1Z /VI LOT AREA Q'ydD P NNING REVIEWED BY DATE W --��� R ARKS Z a(TYPE V w m d g ❑ DEMOLISH ❑ TANK I `.❑ OTHER ;-�GARAGE RPORT ❑ RETAINING WALL ROCKERY ❑ RENEWAL }— �( �j � Y L,4 OF USE. BUSINESS OR ACTIVITY) EXPLAIN: r J 1' r / CHECKED BY TYPE OF CONSTRUCTION CQQ OCCUPANT `('AI GROUP NUMBER OF STORIES NUMBER OF DWELLING UNITS'' CRITICAL AREAS A NUMBER cA 'O1, 9s" SPECIAL IN P TOR REQUIRED YES AREA Q� ,�j O UPANT �^'x I ,f O D �U DESCRIBE WORK TO BE DONE REMARKS .. PROGRESS INSPECTIONS PER UBC 1081FINAL INSPECTION REO'D o m ff QA VALUATION FEE PLAN CHECK FEE � GHEAT SOURCE 4 G_ LA�Z LOT SLLOOPE % _.� , BUILDING PLAN CHECK N61 VESTED DATE PLUMBING MECHANICAL THIS PERMIT AUTHORRES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. GRADING/FILL STATE SURCHARGE r dPERMIT � APPLICATION: 180 DAYS PERMIT LIMIT: IVYEAR_ PROVIDED WORK IS STARTED WITHIN 180 DAYS our ocvecw cccc ncC.1S9v CITY OF EDMONDS 121 5TH AVENUE NORTH • EDMONDS, WA 98020 • (425) 771-0220 • FAX (425) 771-0221 Website: www.d.edmonds.wa.us DEVELOPMENT SERVICES DEPARTMENT Planning • Building • Engineering August 27, 2004 Garbe -Weller Construction Co., Inc. 12616 49t1i Ave W Mukilteo, WA 98275 SUBJECT: 614 Bell Street Dear Mr. Garbe, GARY HAAKENSON MAYOR During normal and routine maintenance of the sanitary sewer main in alley between 61h & 7`", the City of Edmonds Public Works Department discovered a problem with the connection to the sanitary sewer main. The sanitary sewer lateral for the Garden Cottage homes at 614 Bell Street was connected to the main line using a 6" Inserta — Tee. This tee was pushed beyond the stop line of the fitting causing it to protrude into the main line. At this time the City's TV camera cannot pass through this section of the main line. I understand there are a couple of options to correcting this problem. Apparently, there are companies that can be hired with specific equipment that can "cut off' the PVC section that protrudes into the main line. A specific type of blade is required to make this cut on the PVC material so it does not cause the fitting to split or explode. The other option would be to expose the connection and replace the Inserta — Tee fitting. A right-of-way construction permit will be required prior to commencing the repair work within the City right-of-way. I have enclosed a permit application for you. Please contact me by September 10, 2004 at 425-771-0220, ext. 1338. Sincerely, c4o&vak . Jeanie McConnell Engineering Technician street file Chad Cross Incorporated August 11, 1890 FEB -04-2003 08:32AM FROM-SNO CO PUD SOUTH CO, 425-670-3210 T-548 P.001/002 F-924 Is F ll -C- 6Iq RID; S 21018 U.S. Hwy 99 Edmonds, WA 98026 Phone: 425/670-3214 Fax: 425/267-6231 t E-mail: rjkakaley@snopud-com To: John Garbe Fax: Phone: \l From: Bob Kakaley, Customer Engineer T & D Engineering Services Date: February 4, 2003 Pages: 2 W/D#: Re: Guard post specs ❑ Urgent ❑ Please Comment ❑ Please Reply ❑ Please Recycle MEMO: Hi John. Following is the spec sheet on the guard post that you requested. Give me a call if you have any questions. Thanks! cc:Lyle Chrisman \ �frZI�11*aC4LNAw a ly +. A r� . 1 ��' r. rN� � pd#` 1 1 7 k1 .NM1r 5�1V�` 1 F II� NY �" YMWr� \l From: Bob Kakaley, Customer Engineer T & D Engineering Services Date: February 4, 2003 Pages: 2 W/D#: Re: Guard post specs ❑ Urgent ❑ Please Comment ❑ Please Reply ❑ Please Recycle MEMO: Hi John. Following is the spec sheet on the guard post that you requested. Give me a call if you have any questions. Thanks! cc:Lyle Chrisman \ �frZI�11*aC4LNAw FEB -04-2003 08:32AM FROM-SNO CO PUD SOUTH CO, 425-670-3210 T-548 P.002/002 F-924 x .. � •�>s fps« > ` y , ;; r�.: � `^• � baa a'St " �. -.�.. .:. ., K ''" qf( '+ss> > ..0 - ... .'a ... ,.... .. < ap -, r..h ,_;\ 2. Guard posts shall be furnished and installed by the customer when padmount equipment is located within an area of vehicular traffic. The District shall determine the number and location of all guard posts. Refer to Figure 4-18. Transformer Guard Post Locations Typical Locations Pedmoum Gwd PoM4`-t.. s s 3 t"MNloConf Typical Guard Post Detail Xlet conaefe H9nN'iY J'�' Yler— 6'-0- z.c Typical Clearances 000ndary condull(s) is t o h Dig 5 Min. S TYDlea Gus tea.• �'tlr v.ea 'o PoetsFront q S M -r.l r -► C Min. 3' Mlry 3' I Min. �Hwvd Dig Area 0 D� j Primary_ 4-- Coro -Any at)4e NOTE: The Customer Shall Call 1-800-424-5555 (Dial Dig) 48 Hours PriorTo Digging To Allow For Location Of Existing Underground Utilities By Their Representatives. Contact the Appropriate Utility If Conflicts Occur. Guar a State of Washington Electrical Inspection Division (WAC 296-46) when transformers are located where exposed to vehicular traffic or other mobile type machinery. Guard posts shall be fumished and installed by the contractor at no expense to the District. The District shall dete'nnlne the number and establish the locations of all guard posts. The Exposed portion of the post shall be painted highway yellow. Two types of guard posts are accepted by the District. One type is a 6" x 6'0" steel pipe set in and filled with concrete. Another type is a 9" x 6'0" precast steel reinforced concrete post set in concrete. Reinforced concrete posts can be purchased from Pacific International Pipe & Engineering, Tacoma, Washington or Utility Vault Company, Auburn, Washington. Refer to figure 418 above for clearences to padmount equipment . � ,Ii,(7MOM•a.. GiiY UMM 10190 t 1 t r •f•YYui YT1•�'Ow.wr C I;' RET FILE • GARBE-WELLER CONSTRUCTION COMPANY, INC. 12616 49'$ AVE WEST, MUKILTEO, WA 98275-5600, VOICE: 425-745-8613, FAX: 425-745-8902 RECEgvED FEB 1 12002 DEVELOPMENT SERVICES CTR. CITY OF EDIIAOND5 TRAFFIC CONTROL PLAN SITE: 614 BELL STREET EDMONDS, WA Prepared by: John Garbe 02/08/2002 This plan is to be utilized in conjunction with the Manual on Uniform Traffic Control Devices (MUTCD), published by the Federal Department of Transportation, established by the Washington State Department of Transportation and the City to Edmonds Traffic Codes. This plan outlines basic safety principles and standards to be observed by all those who perform work in the public right-of-way. Also addressed will be requirements to provide safe and effective work areas and to warn, control, protect and expedite vehicular and pedestrian traffic. 0 General Requirements for Traffic Control Devices 1. When safe conditions are possible, two-way traffic must be maintained. All necessary traffic control devices shall be in good condition and placed in proper locations at all times until final work is completed and approved by the City of Edmonds. 2. The use of high-level warning signs is recommended on all streets and required on sight restrictive streets. Advanced "Construction Ahead" warning signs are required at the following speed conditions: under 25 mph — 500 lineal feet; over 25 mph — 1000 lineal feet. 3. The City of Edmonds Police, Fire and Public Works Departments shall be notified of street closure locations and time periods. Streets shall be reopened immediately upon completion of the work. 4. It is the duty of the contractor to notify all abutting property owners forty-eight hours prior to commencing any construction that may impede traffic flow or cause the temporary suspension of utility service. Affected public utility services shall be properly notified. 5. All flag persons must be certified by the State of Washington Department of Labor and Industries. Street Closure Requirements (Refer -to Figure 6-4, Page 4) Streets closed for work shall be properly posted with "Street Closed" signs and barricades as required. Signage shall be provided at the nearest intersection to allow for adequate traffic detour. Advanced "Detour Ahead" signs shall be provided 500 feet in advance of the detour route intersection. Directional "Detour" signs shall be provided at all turns throughout the detour route on streets. Local access shall be provided whenever conditions allow safe passage. Channelization of Traffic Lanes (Refer to Figure 6-5 and 6-6, Page 4) 1. Two-way traffic without flag person: Provide advance warning signs 1000 lineal feet in advance of traffic lane channelization markings. "Detour" or "Lane Change" warning signs shall be provided at least 500 lineal feet in advance of traffic lane markings. Cones or barricades shall be placed at 15 to 30 foot spacing in a tapered line at the lane change section for a distance of *100 to 250 lineal feet. For traffic lane channelization, barricades are required to separate the actual work area from the traffic thoroughfare. 2. One lane for two directions with flag person: Advance warning and lane change/detour signs shall be placed at 1000 to 500 lineal feet, respectively, in advance of traffic lane markings. 2 Barricades are required to separate the actual work area from the traffic thoroughfare. One flag person is required in short distance work areas. Two flag persons are required at long distance work areas or when the end of one lane section is not visible from one end to the other. Only one flag person is to be designated to control traffic direction changes. State Highway/Roadway Locations (Refer to Figure 6-5 and 6-7, Page 4) Advance warning and one-lane/detour traffic signs shall be placed at 1000 and 1500 lineal feet, respectively, in advance of channelization markers. Distances may vary as to existing speed conditions. Lane change channelization taper markers shall be placed at 30 lineal feet spacing for every 300 lineal feet in advance of work area. D:VNy Documrnts\Eng=\HANDOUTS\TRAFCNTR.DOC 3 • 1. Mhrnnq liFnp NWIp W wed to nark Wrr,rWea n nryn „ nwded ''a',i° i , 0 kxto� topkWL wnen an.ael. Im d�recurp ` detwra pnrc. RfNre 6-4. Typtmr epplk.,;--d.r. , .ignLry !ar .n..r seMrrrrsfrM praj.e. iw o Nn.r grid. 66-6 KEY: Flagger ■ ■ Channelitingdavkea tte Truck or barricade with orange flap or warning lighn 0 kxto� topkWL Rgunf-4 Tpdml npp/im1Nn—ApyNI.M IMIIrI.IlOr1O epMONMY eF d—t dMp1Mw M O t -fens re.dney end 06.90.6 b p.svfded. 68-e 4 �1 W—k" dgl a.w.Me In Or � appovd anectlon leMtl �� 2w 3w cr! aauwf:n fro. / from. v.U. Gorardld+nr. C1 �' 0 I� f ..To tov alklc Note: 3 I Flood lights NWId W provided f to rn.h Ilpgar n.lrpna al ngnl a 1,. liW 7. II —Mtin work MI It vie Iron env Nation, . I..0. Il.M, m.r W w.d. i 2. W.Nrlg 14rr1 NWId W uw to m.rY ch -111.4 Orr.— at .9mN ZOrd. a. pumdldrq dwktl ra W W e.l.ndrd to . ppnl v .. Iner ,..hill. to approschlnp udlrc KW: rFl.gg.r ■ ■ ch.—.tW,q dwtn Ryon MS. Typied eppiketk- I —W .. —1 dkn M X.A.—fdyhwey ..True w I.— b d.rd end fiegping b p-Wd.d. T T T sorts r. 4..rr er.nreeM..w. 1.6�Ie re. tl.Ya rurewen.rr+r+.. V rrr...errrrrrrlM p4.rw. tlr.Mvw rY 'Mer.Yr4 G lY raawneeeer.rrweem. r�.I r.nrw wernra� • +rear re�wrr.eerreae ..a�..rewrewrr t.r.er..raa. a�+rrrrsr. T ..ter. e..rq nyr ..�a Rr ■onor...s.o... CM --A." A." were. Llllr 66-7 Ryrne 6-7. Typiml yppFIm11M— -lsrle w./Mde/ wpdwp� w/we IrM Nr -d cry b sfe.ed 68-9 • SITE SPECIFIC PLAN • Need For A Traffic Control Plan: 1.) The storm water drainage system will require trenching across Bell Street to connect with City storm water main. This will necessitate the temporary partial closure of Bell Street. 2.) Sidewalks, curbs and gutter will be removed directly in front of the site requiring closure of the existing sidewalk on the south side of Bell Street. 3.) The alley behind the site will be closed during the tapping of the sewer main and the reconstruction of the storm water main. Temporary Partial Closure of Bell Street: Please refer to figure TA -18 for an illustration of the method to be used to divert traffic around the work site on Bell Street. Since the speed limit on Bell Street is 25 mph this street would be classified as an Urban (low speed) road for purposes of using the Table VI -3. From this table A = 200' and B = 200'. Advanced "Construction Ahead" warning signs will be placed 500' to the east of the site on Bell Street, 500' to the west of the site on Bell Street, 500' to the south of the site on 6th Ave, and 500' to the north of the site on 6th Ave. If complete closure of the street is required the plan outlined in figure 64 will be used. Map 1-1 shows the location of the site and some potential signage. Total Closure of Sidewalk Please refer to Figure TA -28 for an illustration of the method to be used to totally closed the sidewalk in front of the site. Closure of Alley Please refer to Figure TA -28 for an approximation of the method used to close the alley. The alley will only be closed in the area from the catch basin located east of the site and the catch basin west of the site. The remainder of the alley will remain open to avoid disrupting the traffic flow for as few neighbors as possible. "Construction Ahead" warning signs will be placed 500' away from the site in all four directions. • :iwrl' MAPSERVER I* Page 1 of 1 470 49' 10" N 1220 21148" W rE F r - :aRy � c �'� � ♦ IF .�f Mr�,N r9;k as •� Fi.f � d i��F } ( +`�. a�. y� r. ifs,. _f e4 �.-ir} }r � r`w � Canffrueti�� ltd.8" i c ' . woo* i Cl 4 Table VI -3. Suggested advance warning sign spacing Road type Distance between signs A B C Urban (low speed*) 200 200 200 Urban (high speed*) 350 350 350 Rural 500 500 500 Expressway/Freeway 1,000 1,600 2,600 SPEED 40 mph or less 45 mph or greater Formulas for L** FORMULA L = WSZ 60 L = W x S * Speed category to be determined by State highway agency in cooperation with local jurisdictions. ** L = Taper length in feet. W = Width of offset in feet. S = Posted speed, the off-peak 85th percentile speed prior to work starting, or the anticipated operating speed in mph. 102 7 or a (leuoildo) T d • Figure TA -18. Lane closure on minor street. 143 (optional) IAX -4 (optional) — . 4 PEDESTRIAN DETOUR WALKWAY PROVIDED Figure TA -28. Sidewalk closures and bypass walkway. 163 (leuolido) • 100' MAX feet) (optional) 2S (in feet) 100' MAX i Al .: .� ( (optionao C Figure TA -11. Lane closure on low-volume two-lane road. 129 (optional) (optional) /0 4 'v EDA,. r_ U Purpose of Checklist: ItITY OF EDMOA-S ENVIRONMENTAL CHECKLIST RECERVuED NOV 16 204 1 DEVELOPMENT SERVICE*. CTR. CITY OF EDMLNID-.- The State Environmental Policy Act (SEPA), chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal, if it can be done) and to help the agency decide whether an EIS is required. Instrudions for Applicants: This environmental checklist asks you to describe some basic information about your proposal. Governmental. agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or does not.apply". complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline,.and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Use of checklist for nonprojed proposals: Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDmON, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions, the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposer," and "affected geographic area," respectively. A. BACKGROUND 1. Name of proposed project, if applicable: Ed n, r o Wr Ga r dlf,.,y Co //a I e -r 2. Name of applicant: J v �,,, l✓ Gk r6 3. Address and phone number of applicant and contact person: 12616 49th AVE. WEST MUKILTEO, WA 98275 Page 1 of 24 cNKLTDOc l.rrova3 ,. 1 • 4. Date checklist prepared: S. Agency requesting checklist: City of Edmonds. 6. Proposed timing or schedule (including Abasing, 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. Nm. - (STAFF COMMENT'S) & List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. lV /A (STAFF COMMENTS) 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? N yes, explain. iV0 (STAFF COMMENT'S) Pale 2 of 24 CHKLLDOCU-NOVAS MASIEMPEA 0" 10. List any government approvals or permits that will be needed for your proposal, if known.( S/ Ok*1J, � Ci/17 �r �Ovxeti `y ��!//6i*r /fir>rs.i% v (STAFF COMMENTS)l 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 donot need to repeat those answers on this page. / ColjJ/r"C!/off/ 07 .s-,t� Co70-FQ Co„ do�7igi:yAjf OH �i4 /G f �� 90 AC 14 1, 4Ir �/ 1�c L�'e�r�.ro 1/60o/s�.{ XA-y;-- 1✓if�i .l r A F r a 74 /it l C [ t q h Q ti IGS � 4 I r .'4 ��► -/'/ . �L 'c t (STAFF COMMENTS) 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. // C/�i 0�4i�oH T rrpcor ,4 dI /lrl �/o/�,.t / c� /� ri !►/`�J /� 39 4 n l� (�1% rC:+ rPJ oy �h o/H,oJ1h �Ot! h S,-1 Nw/7 dfi Jn-4� 11JrA • W4tl..c�e� CML'G MI- NOWn MASn R%SMA (STAFF COMMENTS) Pagr 3 of 24 TO BE COMPLETED BY APPLICANT B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one)Flat, /rolling, hilly, steep slopes, mountainous, other: Ir/4% �yiyjnt.�, re *a //c� �j -� Jot �r.... 4r e (STAFF COMMENTS) b. What is the steepest slope on the site (approximate percent slope)? ///C ►'l,I/v o-/' /'/ //,( � '/ w, /4- (STAFF COMMENTS) C. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? V YOU know the classification of agricultural soils, specify them and note any prime farmhand. yj / e!'/A rt ✓Y t / /Y i IV" fie i7,y/ f 4 w v,../y' fol// !✓ I / A ho 40'r CC ^J (STAFF COMMENTS) d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. (STAFF COMMENTS) Par a of 24 GIXLTDMI-MV-93 MASIE WFA C. Describe the purpose, type and approximate quantities of any filling.or grading proposed. Indicate source ofrdl. 1 f"x/ /yv 1`ig4i l/rofti, mac 'J re, "'cc�. �i � 41 i✓�'/./ /h► ;r� ;y!y// fD'�-Jf _i1_1 - - IAJ'r l -4.11/ /h G / • u ., A �u � p � 7iynJ L✓ l // � r .�j•o.�r+ �"4 -1 % 7z (STAFF COMMENTS) 2 Y -50E I D t472 C4 Y.4Mv_, tit?' TZ7 f. Could erosion occur as a result of clearing, construction, or use? U so, generally describe. Pr a zi o.. s- e, - (STAFF (STAFF COMMENTS) g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? o O h. L AIR (STAFF COMMENTS) Proposed measures to reduce or control erosion,, or other impacts to the earth, if any: DL r•s, s Co -1acAon .Si�T T`�Nc!` /gf-/,AT 6f -or! (STAFF COMMENTS) 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. f �'/ G4 A �♦ A Yt�iOC4 7/�% SDH/1i-,4 c/b-,, / x/7¢ P./ri /�//�`••f� %Mt/4�% 1oyn �/� �/G� .s�t1 n �r eY��i�e, �i•� 1, :Ie (STAFF COMMENTS)01 / Page 3 of 24 CHK TAocv-tov-93 Masr£eWU b. Are there any ^off-site sources of emissions or odor that may effect your proposal? if so, generally describe. (STAFF COMMENTS) C. Proposed ,m/,easures to reduce /or control emissions or other impacts o _the, if an . N O i'q- 9 t V v b A f/ � h �[ .. (� � N i /'k GC - (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, sta/tte� what stream or river it flows into. // p - r741 - "f `-7 , In !` A OF (STAFF COMMENTS) (2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters' If yes, please describe and attach available plans. Pp (STAFF COMMENTS) _ (3) Estimate the amount of fill and dredge material that would be placed in or removed from surfsce water or wetlands and indicate the area of the site that would be affected. Indicate the source of 101 material (STAFF COMMENTS) Page 6 of 24 CHUT.DMI-NOV93 MASMSPEA • 0 (4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate_ggantit(es if known. (STAFF COMMENTS) (5) Does the proposal lie with' 100 -year floodplain? N so, note location on the site plan. (STAIPF COMMENTS) (6) Does the proposal involve any discharges of waste materials to surface waters? U so, describe the type of waste and anticipated vol a of discharge. (STAFF COMMENTS) b. Ground: (1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. (STAFF COMMENTS) Page 7 of 24 CMLTMCU-NOV-93 MASMNSMA (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 hj!pwmI "ystem(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 (include quantities, if known). Where will this water flow? Will tbis water flow into other waters? ff so, describe. 1 71,-z :✓ / // J e //e c Ad (STAFF COMMENTS) (2) Could waste materials enter ground or surface waters? If so, generally describe. N ZA (STAFF COMMENTS) d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: [J[ ftit� /�lJ.01 (STAFF COMMENTS) Page 8 of 24 QUCLTJ)=4W-" MASIERWU 4. Plants a. Check or circle types of vegetation found on the site: cl'--deciduous tree: alder, maple, aspen, other. Lr :y�-evergreen tree: fir, cedar, pine, other. a.0 y t shrubs grass pasture 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) VV -OT" .d LST ALI- AL1F IX170e-4 —M, 3%F,zetac;�n i �T-XQ-'6 '17 b. What kind and amount of vegetation will be removed or altered? I v <J`J 1✓ ;// Ae t �'r�v✓s O 4l�/ r ve 1 L , (STAFF COMMENTS) c. List threatened or endangered species known to be on or near the site. (STAFF COMMENTS) Page 9 of 24 CHKLT.DMI-MVA3 MARMSPEA d. Proposed landscaping, use of native plants, or other materials to preserve or enhance vegetation on 0 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 oa or near the site: _ birds: hawk, heron, eagl g it s, ther. _ mammals: deer, bear, elk, beaver, other: fish: bass, salmon, trout, herring, shellfish, other. _ (STAFF COMMENTS) b. List any threatened or endangered species known to be on or near the site. Iy M (STAFF COMMENTS) C. Is the site part of a migration route? If so, explain. /rb (STAFF COMMENTS) Page 10 of 24 CMUDOCU-NOW" MASMIS"A d. Proposed measures to preserve or enhance wildlife, if any: 4 � w e/ E s ✓ .�ce „ f s� � ✓ .t.i � /,.c l� , Y �� F� J /� � �/ h� o'm is► � (STAFF COMMENTS) 6. Energy and Natural Resources a.. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for bleating, manufacturing, etc. 1 f /SPLiAt�r� Ir� Pr�G. �� GP/< /i4%tt✓'� �j 4/ P/it"/I'%t/T�i a , (STAFF COMMENTS) b. Would your project affect the potential use of solar energy by adjacent properties? N so, generally describe. lVD, (STAFF COMMENTS) C. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: b" ✓lel/i��ireeorl r1c �. QJi, ��c fIA `2J 64 141.,o, �4y- A, icy/7�—rh /^ (STAFF COMMENTS) Page I I of 24 cwa.TDOCd-Novas MASTERWEA 7. Environmental Health a. Are there any environmental 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) (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 whichmay affect your project (for example: trxffic� equipment, operation, other)? S/ R . 1.r r Y of � �� w � /�!^ � �a.J� � Y► • �`� �/ — iLo % hi» 4_ (A it N J u (STAFF COMMENTS) Page 12 of 24 CNRLTAOC%I-NM93 MASIERWfA (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. ,,t f / J<r� r«Idt-M%1<< C�nrA94C 'e 4 r �h N7 n ✓ira . e4 I.i 7.1 �» �. �_��ic_�.� ^ �7 d ►' / 4 c. �a. i L r_ .y� L / CD e s / r d'h%ft h. o 1. r -e I., / // p2 Q l v rSsF �� 6 w �4 s /v •r {� f+'rr�i *-/%we (STAFF COMMENTS) 0 S 10 —Ce (3) Proposed measures to4 / reduce or control noise impacts, if any: dJOr K L e day,_ d. -.t, 1/ W. i (STAFF COMMENTS) L Land and Shoreline Use a. What is the current use of the site and adjacent properties? . -H (STAFF COMMENTS) b. Has the site been usefilgr agriculture? If so, describe. (STAFF COMMENTS) Page 13 of 24 CMTJ)WJ- M-" MASfE WEA 0 C. Describe any structures on the site. II / F�`-� G � � rn .� / � b t Aro , ,►, !'t 4� t (STAFF COMMENTS) d. . Will any structures be demolished? N so, what? I �.5,►rt Y►ttiry�, c% ha #,-f e. (STAFF COMMENTS) e. What is the current zoning classification of the site? (STAFF COMMENTS) f. What is the current comprehensive plan designation of th site? y (STAFF COMMENTS) g. If applicable, what is the current shoreline master plan designation of the site? (STAFF COMMENTS) Page 14 of 24 CHKLTI XM-NOV-93 MASIEKWU h. Has any part of the site been classified as an "environmentally sensitive" area? H so, specify. (STAFF COMMENTS) L Approximately how many people would reside or work in the completed project? (STAFF COMMENTS) J. Approximately how many people would the completed project displace? (STAFF COMMENTS) k. Proposed measures to avoid or reduce displacement impacts, if any: (STAFF COMMENTS) L Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Pro/ ro,20—fa � C 4A,rre. 04 (STAFF CO MNTS) Pap is ofsa MAstsM" • 9. Housing a. Approximately bow many units would be provided, if any? Indicate whether high, middle, or low-income housing. (STAFF COMMENTS) b. Approximately how many units, if any would be .eliminated? Indicate whether high, middle, or low- income bousing, U yi / v Itr o - (STAFF COMMENTS) C. Proposed measures to reduce or control housing impacts, if any: // L✓C 4,-c /r✓1ll/Ov%.3c 4 ✓�•'�'�4 -70.,/++1_ (STAFF COMMENTS) 20. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principle exterior building material(s) proposed? CeWA*%,, (STAFF COMMENTS) &J1/ L- Bk -L ftF� /JqSG jr To -3` ;7v7xm1yam t' oco -k1r"crupv. ZS�tS� Ag- ?/ruyET7 Tlcy s A *ace- c*-- i1bZ- t gofteeP J"►t,PNG Foci�/*i, Page 16 of 24 CHKLT.D=1440V-93 MASMSPFA b. What views in the immediate vicinity would be altered or obstructed? (STAFF COMMENTS) Jh eL._2S LJDt u. c:,, -&-,r At,Z '17 1 N 1;U r A -AHP-eon- �i Srtig-' E,Ln&*') 1s stmt&, V- i C-vy �� G L'/ sraaY 3ws C. Proposed measures to reduce or con esthetic impacts, if any: �� . 1' N • /�i. .n /i . J ice. eib / J . .. (STAFF COMMENTS) 'PWEIJ GY /_;a6_ AP&, (Atw 2,511 H i3IAIQ 11. - Light and Glare a., What type of Bight or glare will the hat he proposal produce?? Wtime of day would it mainly occur? / �!9✓C!, z 1,/ /�wta. �if�Y T/"---* e* �vY4�d g0 �i i (STAFF COMMENTS) b. Could light or gl3refffih� the finished project be a safety hazard or interfere with views? G CNKLTJ)=-NOVA) MASIERIS U (STAFF COMMENTS) What existing off-site sources of light or glare may affect your proposal? (STAFF COMMENTS) Page 17 of 24 • • d. Proposed_ measures to reduce or control light and glare impacts, if any: (STAFF COMMENTS) 12. ,Recreation IL What designated and informal recreational opportunities are Lin the immediate vicinity? d. 1, :.✓�fLY/Y7rf "/ (STAFF COMMENTS) b. Would the propowcA.p_roject displace -any existing recreation uses? H so, describe. (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) Page 18 of 24 CHKLTMM14 OV -93 MASTEIM" 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 neat to the sW. H so, generally describe. (STAFF COMMENTS) b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be V"r- o to the site. (STAFF COMMENTS) C. Proposed measures t Vedu�r 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. V YiI/� wf..y� oZ — 8/7 .F�r l/ /� 3 '� rJy'a++. •M 'iFl(a.. (STAFF COMMENTS) Mk 'P?Pf 1A46, JMVU ftc r 4 R-1 L -r V v—VWL,x, -Mo-�Fcocw AT LY04 nom' Page 19 of 24 CMMTD=-NM43 MASIE WVA b. Is site currently served by public transit? If no, what is the approximate distance to the Dearest transit stop? (STAFF COMMENTS) C. How many parking spaces would the completed project have? How many would the project eliminate? L2 -e :rte, u� — 2-3 C/'"W', , AI. (STAFF COMMENTS) d. Will the proposal require any new roads. or streets, or improvements to existing roads or streets, not including driveways? If o, generally describe (indicate whether public or private). (STAFF COMMENTS) AU, e;�. �� L ` tr 7.4= T%c� "_4u- g� 4tA* OV �-fl e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? u so, generally describe. �[ (STAFF COMMENTS) Page 20 of 24 CMTAOGU-NOVA? MASI8RWU 0 i f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. 5-0 d-, ✓ - 4.rc 4 t,-�� 4. i f4 /' eg u 4 f S, a (STAFF COMMENTS) g. Proposed measures (STAFF COMMENTS) 15. Public Services transportation impacts, if any: a. Would the project result in an increased need for public services (for example: Are protection, police protection, health care, schools, other)? U so, generally describe. Y t�� l to C iT r t d /116►" fes- !uJ s�'y�tti (STAFF COMMENTS) b. Proposed measures toce^or control direct impacts on public services, if any: five AD (STAFF COMMENTS) Page 21 of 24 C}X,TI)=-WV-93 MASTERWRA 16. Utilities a. 'rcle utilities currently available at the site: electricity natural gas ater refuse me telephone, amtary sewe septic system, other. C 4 S C T el . (STAFF COMMENTS) 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. �;T`✓t— �/�J K � �a c�,.+ctl � ,G eyL.,. � �l.,..y / 1 f �• ti � r�, .� � 0...i %y IC C /Iv;/q- k c (STAFF COMMENTS) C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature of Proponent Date Submitted Page 22 of 24 Cin TDMI-Wov-93 MASTERWEA Ov Zoning and Vicinity Map Attachment 1 File No. ADB -2001-89 MEITINUNq li I • 1 Transportation Engineering NorthWest, LLC Memorandum DATE: March 28, 2001 TO: John Garbe, Owner FROM: Michael J. Read, P.E. Transportation Engineal g Northw st, LLC RE: Edmonds Urban Cottages - Limited Scope Traffic Review Project Trip Generation/Distribution This technical memorandum documents traffic impacts associated with a proposed 6 -unit residential project known as Edmonds Urban Cottages in Edmonds, Washington. The analysis documented in this memorandum addresses City requirements for traffic review of the proposed action including an identification of new vehicular trips generated by the project, and the distribution and assignment of these trips at key intersections in the immediate site vicinity. This report is organized into these main sections: ➢ General description of the proposed action; ➢ Documentation of p.m. peak hour vehicular trip generation estimates; ➢ Identification of new p.m. peak hour vehicle trips at key intersections; and ➢ Findings and conclusions. Proposed Action The proposed action involves demolition of an existing single-family residence located at 614 Bell Street in downtown Edmonds and construction of 6 new detached single-family dwelling units in a high-density townhome or cottage -style configuration. A total of twelve off-street parking stalls would be provided, six of which located within secured garages. Vehicular access to the site would include entry via an existing alleyway fronting the property, and a centrally located 24 -foot driveway onto Bell Street. No direct through access between Bell Street and the alleyway would be provided for vehicles. The general vicinity of the site is shown in Figure 1. Project Vehicular Trip Generation Estimates Trip generation for the proposed project was estimated from trip generation rates of similar land uses published in the Institute of Transportation Engineers (ITE), Trip Generation Report, 61h Edition, 1997. For the proposed site, ITE Land Use Code 230, Residential Condominium/Townhouse, was used as the basis for trip generation. Fitted curve equations were used in estimating vehicle trip generation as a conservative method. www.tenw.com PO Box 65254 • Seattle, WA 98155 Office/Fax (206) 361-7333 • Mobile (206) 999-4145 Memo To John Garbe Edmonds Urban Cottages — Trafflc Review March 28, 2001 Page 2 An estimated net total of 5 p.m. peak hour and 50 daily vehicle trips would be generated by the proposed action. Since one single family homes would be removed as part of the proposed action, existing trips generated by this single family homes were subtracted from the total number of new trips generated by the project. Table 1 summarizes site trip generation (i.e. trips into or out of the site). Tmhlo I • Mpt vehicular Trin Generation Estimates for Edmonds Urban Cottages Project Vehicle Trip Distribution Existing traffic volume patterns and land distribution characteristics in the Edmonds area were used to estimate trip distribution and assignment of new vehicle trips from the site. Based on this information, the following trip distribution assumptions was developed: Transportation Engineering Northwest, LLC PO Box 65254 ♦ Seattle, WA 98155 Office/Fax (206) 361-7333 • Mobile (206) 999-4145 Dwelling Daily P.M. Peak P.M. Peak Total P.M. Land Use Units Trips Trips (Enter) Trips (Exit) Peak Trips Residential Townhouse 6 60 4 2 6 Existing 1 10 1 0 1 Home rNSingle-Family et Trip Generation 5 50 3 2 5 Project Vehicle Trip Distribution Existing traffic volume patterns and land distribution characteristics in the Edmonds area were used to estimate trip distribution and assignment of new vehicle trips from the site. Based on this information, the following trip distribution assumptions was developed: Transportation Engineering Northwest, LLC PO Box 65254 ♦ Seattle, WA 98155 Office/Fax (206) 361-7333 • Mobile (206) 999-4145 'Memo To John Garbe Edmonds Urban Cottages - Traffic Review March 28, 2001 Page 3 ➢ North: 30 -percent via 9`h Avenue/SR 524; ➢ South:_49percent via 5' Avenue/SR 104;x,-•.� ➢ West: 10 -percent via Bell/Main. ➢ East: 20 percent via Main Street. The trip generation for the project was multiplied by the above percentages to estimate project trips traveling on specific streets. Figure 2'reflects the trip distribution and assignment of net project traffic during a typical p.m. peak hour. Given that only 5 new trips would be generated by the proposed action during a typical p.m. peak hour, there would be no significant traffic impacts at vicinity intersections. Traffic conditions and levels of service on the roadways would not be impacted. The Main Street and 9`h Avenue intersection would experience the largest traffic impact during afternoon p.m. peak hours by 2 project -generated vehicles. Trip distribution assumptions were identified at three vicinity intersections per requests by the City of Edmonds.' I Source: Telephone conference with Lyle Chrisman, City of Edmonds. Transportation Engineering Northwest, LLC 'PO Box 65254 * Seattle, WA 98155 Office/Fax (206) 361-7333 • Mobile (206) 999-4145 Memo To John Garbe Edmonds Urban Cottages — Traffic Review March 28, 2001 Page 4 Findings and Conclusions The proposed Edmonds Urban Cottages would generate an estimated net increase of 5 vehicle trips during the p.m. peak hour and would have no significant impacts to the traffic operations or safety of the vicinity street system. As such, no project -specific transportation mitigation is warranted. Please do not hesitate to contact me with any questions or comments at (206) 361-7333. Transportation Engineering Northwest, LLC PO Box 65254 ♦ Seattle, WA 98155 Office/Fax (206) 361-7333 ♦ Mobile (206) 999-4145 MEMORANDUM Date: 2 August, 2001 40 To: Meg Gruwell, Senior Planner From: Lyle Chrisman, Development Services Engineer yV-- Subject: Edmonds Urban Cottage (ADB -01-89) The proposed application has been reviewed and is complete. Based on the applicant's traffic trip generation report, the traffic impact fee will be 5 p.m. trips x $200 for a total of $1000. The applicant will be required to meet all requirements for future permits. City of Edmonds IlEdmondsfilelDATAIUSERSIchrismanldvrw\adb101-89mem.doc CS t. 189" . • • STREET' -ADDRESS FILL CITY OF EDMONDS BARBARA FAHEY MAYOR 7110 -210TH ST.S.W. • EDMONDS, WA 98026 • (206) 771-0235 • FAX 1206) 744-6057 COMMUNITY SERVICES DEPARTMENT - PUBLIC WORKS DIVISION February 6, 1997 Fred Specht 740 Hemlock Edmonds, WA 98020 Subject: Account #123025 - 614 Bell Street Dear Mr. Specht: I have reviewed your account and will allow a credit in accordance with our City policy. The policy. states that the customer will be billed at the retail rate based upon the average water consumption for the same period during the previous year. In addition, the excess water lost ftom the leak will be billed to customer at the City's wholesale rate with a 15% surcharge added for administrative cost. Only one leak credit will be granted in any three year period. Should you have any additional questions after you receive your new billing, please contact Ilene Larson, Utility Billing Clerk, at 771-0241. Sincerely, Scott Highland Acting Water/Sewer Supervisor RH/lk cc: Ilene Larson Utility Billing Clerk wordata\water\credit96\# 123025 0 Incorporated August 11, 1890 • Sister Cities International — Hekinan, Japan Z .//_ 0 toe / - U 0 _ A '// a 7-7 - / ml ---------------------------------------------------------- ------ SOUTH COUNTY PLUMBING, INC. 18632 - 79th Place West A/C# Edmonds, WA 98026-5814 (206) 775-7377 sc M TIME IN TIME OUT DAT JOB NAME SE LTO eQ1 e JOB L 10 ff t ADD SS /� d e O CITY _,., ciff PHONE A11T. PHONE ON OF 2 G 7C f� TOTAL MATERIAL TOTAL LABOR S SUB -TOTAL SALES TAX S / �%• OTHER MECHANI TOTAL ; G I hereby acknowledge the satis .completion of the above described work. CUSTOMER'S SIGNATURE X` \ !J/, � NO ONE HOME PAYMENT IN CASH ONLY unless( ap ved by office. PLEASE PAY FROM THIS INVOICE TO OUR CUSTOMERS: Service bills are due and payable upon completion of work and serviceman is authorized to receive payment for same. If service is not satisfactory in any way; please phone our office immediately. Work performed on or about plumbing fixtures, supply lines, drainage and heating systems, sewers, etc, is not guaranteed against stoppages, damage in the removal of foreign objects, backups, flooding, breakage, fractures or freezing. New fixture installations are guaranteed against faulty materials or workmanship for a period of ONE YEAR from date of installation. Highest legal rate of interest charged after maturity. If, however, this account is not paid as agreed, I (we) agree to pay in addition to the foregoing, a reasonable attorney's fee, or if this account is placed in the hands of a collection agency, I (we) acknowledge that you will be damaged thereby to the extent of the collection charge against you and I (we) therefore agree to pay to you, as liquidated damages, an amount equal to the amount charged you on said collection by said collection agency, not exceeding, however, fifty percent of the amount unpaid thereon, and also a reasonable attomey's fee. At the option of the holder thereof, the venue of said suit may be laid in the county seat, of the holder of this instrument. , -'. . 7r] RECEIVED APR1983 Ear cfty CW* '7'W .. _., .., �_.. . P .;v �:n;. •; a ji ,;x -. ,.y. }�+^i t.+'s «•.v'.�: SI4�'"'Y"'to' ,.. r m ,r y 9,� _ r� �';'I'�'6 lt''1c_ 3��t5) �F ." - ;�. -. ,.- ;: �r;F ..' �.�._..__.�. - !x_ c......::,:ei,�:.�.....u.;;..__,._i.:..�:s..i>:;:�'r�'�....�....._........lx:�. i:.:.l:._....�.��...,..v...._:t...._...�..a_.-...:........�� _......:..._..is..+r.1 Yfi• #0 CITY OF EDMONDS 200 DAYTON ST. • EDMONDS, WASHINGTON 98020 • (206) 771.3202 DEPARTMENT OF PUBLIC WORKS CERTIFIED MAIL Ms. Ivy M. Hoff 614 Bell Street Edmonds, WA 98020 PROPERTY DESCRIPTION: Dear Resident: File No. 05.2.21 March 31, 1983 Lots 4, 5, & 6, Blk. 98 Plat of Edmonds (4342) Re: 614 Bell Street Edmonds, WA 98020 HARVE H. HARRISON MAYOR On February 17, 1981, the Edmonds City Council passed Resolution 488 for construction, reconstruction, and repair of deteriorated sidewalks. A letter dated March 16, 1981 was sent to residents that were required to repair the sidewalk abutting their property. A certified letter was also sent dated June 15, 1982. The improvements of sidewalks in need of repair at the expense of the abutting property owner is provided by City Ordinance, Chapter 7.20 and Revised Code of Washington, Chapter 35.69. The areas needing repair have been marked in paint on the sidewalk adjoining your property. Reconstruction permits must be obtained from the Building Department located at 250 -5th Ave. N. within thirty (30) days upon receipt of this final notice. The permit fee for the sidewalk repair has been waived by the City of Edmonds. In the event you have not obtained the reconstruction permit within thirty (30) days, the City forces will commence with the reconstruction of the sidewalk, and the City will bill the abutting property owner. This action is in response to many citizen requests and pedestrian falling accidents which have been increasing in recent years as a result of sidewalk deterioration and increased pedestrian traffic. If you have any questions regarding this final notice, please call Bill Stroud at 771-3202, extension 289. Sincerely, 0 !!� BOBBY R. MILLS Acting Supt. of Public Works BS/ml 1 ` • CITY �•oo g� p 1 ; C I T Y ®F EDMV � ®NDS HAFiVE H. HARRISON MAYOR 200 DAYTON ST. • EDMONDS, WASHINGTON 98020 • (206) 771.3202 DEPARTMENT OF PUBLIC WORKS - CERTIFIED MAIL r ! June .15, 1982 Ms. Ivy M. Hoff 614. Bell Street ♦♦' Edmonds, WA 98020 V PROPERTY DESCRIPTION: Lots 4, 5,,& 6, Blk. 98 Plat of Edmonds (4342) Re:6_l_4�—Be 11 —Street Edmonds, WA '98020 Dear Resident: On February 17, 1981, the Edmonds City Council passed Resolution 488 for construction, reconstruction, and repair of deteriorated sidewalks. A letter dated March 16, 1981 was sent to residents that were required to repair the sidewalk abutting their property. The improvement of sidewalks in need of repair at the expense of the abutting property owner is provided by City Ordinance, Chapter 7.20 and Revised Code of Washington, Chapter 35.68. The areas needingrepair have been marked in p paint on the' sidewalk adjoining your property* Reconstruction permits must be obtained from the Building Department at 501 Bell.Street within 30 days upon receipt of this certified letter. The fee for the sidewalk repair has been waived by the City of Edmonds'.. •In the event these improvements are not completed wit in ninety (90) days, upon receipt of this certified letter, the .Ci y will employ a private contractor to perform the designated epairs.arkd the,,City• will bill the abutting property owner. This action is in response to many citizen requests and pedestrian falling accidents which have been increasing in recent years as a result of sidewalk deterioration -and increased pedestrian traffic. If you have any questions, please call Bobby Mills at'..771=3202, ext. 289. /1 Sincerely., JOHN B. MITCHELL Superintendent of Public Works BM/ml L STREET FILE 200501311509 1 PG 01-31-2005 04:50pm $19-00 SNOHOMISH COUNTY. WASHINGTON keturn Address: City Clerk City of Edmonds 121 - 5th Ave. N. Edmonds, WA 98020 UTILITY EASEMENT Property Address: 9119 200 St SW Assessor's Property Tax Parcel No.: 00635200000300 APR 0 5 2005 EDMONDS CITY CLERK NO EXCIS,,E TAX RECIU JAN 312005 BOB DANTINI, Snohomish County Treasurer By gpg DANTINI IN CONSIDERATION of benefits to accrue to the grantors herein, the undersigned, James White, hereby grants to the CITY OF EDMONDS, a Municipal Corporation, a permanent easement for the installation, operation, and maintenance of a sanitary sewer and storm sewer system over, across, through, and below the following described property, and the further right to remove trees; bushes, undergrowth and other obstructi6ns interfering with the location, construction, and maintenance of said sanitary sewer and storm sewer system, together with the right of access to the easement at any time for the stated purpose. The easement hereby granted•is located in the COUNTY OF SNOHOMISH, STATE OF WASHINGTON, and is more particularly described as follows: The East 16 feet plus the North 20 feet of the East 55 feet of the following described property: Lot 3 of Novleens Park Addition; as recorded under Auditor's file number 2290180, Situate in the County of Snohomish, State of Washington. This easement amends the utility easement as recorded under the above stated Auditor's file number. THE CITY agrees to restore to substantially the original condition such improvements as are disturbed during the construction, maintenance, and repair of said utility or utilities, provided the grantors, their heirs, or assigns shall not construct any permanent structure over, upon, or within the permanent easement. DATED THIS 23 DAY OF �eceipt U\ at2oo y STATE OF WASHINGTON) ) ss COUNTY OF ) On this day personally appeared before me 1 A -H Lo H rtg- to me known to be the individual described in and who executed the within and foregoing instrument and acknowledged that signed the same as 1 i l s free and voluntary act and deed, for the uses and -purposes-thereimmentioned: N �UNDEIJ MY HAND AND OFFICIAL -,.SEAL TFT n DAY OF toru 0 _ r':` �> ARY PUBLIC in and for the �©"�' t to of Washington. residing at �(i �UCl.i�✓ � Y City Of Edmonds ` `Permit No: RIGHT-OF-WAY CONSTRUCTION PERMIT .(. Issue Date: A. Address or Vicinity of Constrrnuccti�o�n: • (009'C.�P< iii ML SIC B., Type of Work (be ."specific): I C. Contractor.:. Coh f .. Contact: 34 4 ,,, G 4 0 - Se MailingAddress:�Phone: 6412/r .210 —.27t;3 Oki %/,. State License #:_�� A �', � Liability Insurance: Bond: $ 4� :'O V 0 D. Building Permit # (if applicable)::? vol - O.2S�' 0263 Side Sewer Permit # (if applicable): �S `�% — �G 0„2 E. ❑ Commercial ❑ Subdivision ❑ City,Project ❑ EUC (PUD; VERIZON, PSE, AT& T,.OVWD) Multi -Family, ❑ Single Family ❑ Other INSPECTOR: F. PAVEMENT CUT: �� Y ❑ NO G. SIZE OF CUT 2 / X 30 / CONCRETE CUT: ES ❑ NO INDEMNITY: Applicant, understands by his/her signature to this application he/she holds. the City of Edmonds harmless;fr•'om"• ,^ injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that, may be made against ihe.;City Edmonds or arty of its departments or employees, including but not, limited to the defense of any legal proceedings including'defense ..'' ` ' costs and attorney fees by reason of granting this 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 CITYFORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT, ♦ Traffic control and public safety shall be in accordance with City regulations as required by the City. Engineer. Every 'flagger must be trained as required by (WAC) 296-155-305 and, must have certification verifying completion of the ;t required training in their possession: ♦ ;Restoration is to be in accordance with City codes. All street -cut trench'workishall be patched with asphalt or City - approved material prior to the end of the workday - NO EXCEPTIONS. ♦ Three sets of construction drawings of proposed work are required witfiAiie�permit application. CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK a I HAVE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE THAT I MUST MAKE THE PINK COPY OF THE PERMIT AVAILABLE ON SITE AT ALL TIMES FOR INSPECTIONS Signature: Date: Approved by: Time Authorized., Void After 3RCITY.USE"N Right-of-way Feer _70 4 % re d Disruption Fee/Fund 11'1: kP7&976PWM50 Restoration'Fee:, o r.lo Total Fee?l Receipt No: 'I Id, ' :� ... t✓'r,� `' 9 Issued by: ' N UPON•COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL INSPECTION IS' REQUIRED PER CHAPTER t8.00 OF. THE EDMONDS COMMUNITY DEVELOPMENT CODE (Phone 425-771-0220, Ext. 1326) FINAL APPROVAL OF PERMITTED WORK: -� DATE: L� ZlJO Inspector's Sign ture For inspection requirements see Engineering Inspection Information handout. ' NO �VOIZK StIALL I�h.CIWill 1'lllLei IZ "I'O I'I?IZMIT ISSUANCE N ilk City of. Edmonds Permit No: RIGHT—OF—WAY CONSTRUCTION PERMIT Issue Date: l�'D A. Address or Vicinity of Construction:_' B. Type of Work (be specific):y` RI Zz Sl fO /2aSh u/1lMll AiU L __5L Y5_" /01 l Al gt t- t ST 91 4C/ - Z " /�l�G fiPb�►-1 6_ x ilT��iT�: 1;6kl�16W 'AW e-. AND SOME rlI/W_Aly x9EA' M,(M "0,01 ,OXYSAo,LT -"57- 5�1' SEF C. Contractor: _ye,kIzo/V Mailing Address: _11/ 6), /?l� State License #: Iea Contact:/a FA iMAS Phone: X025 - n79G`-% Liability Insurance: Bond: $ D. Building Permit # (if applicable):_ Side Sewer Permit # (if applicable): E. ❑ Commercial E] Subdivision ❑ City Project H EUC (PUD, GTE, PSE, CHAMBERS, OVWD) Multi -Family ❑ Single Family ❑ Other INSPECTOR- -Voo _71-WIj(0 F. PAVEMENT' ❑ YES © NO G. SIZE OF CUT X H. Charge: $ CONCRETE CUT: ❑ YES NO APPLICANT TO 1 AND SIGN IDEMNITY:Applicant understands by his/her signature -to this application he/she holds the City of Edmonds harmless from injuries, r description whatsoever;: foreseen -or .unforeseen, that may be made against 'th'e City of Edmonds or damages or claims of any kind o any of its departments or employees, including but not limited to the defense of any legal proceedings including defense costs and attorney fees by reason ofgranting this 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. ♦ Traffic control and public safety shall be in accordance with City regulations as required by the City .Engineer. Every, flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the required training in their possession. ♦ Restoration is to be in accordance with City codes. All street -cut trench .work shall., hall be patched with'asphalt or City - approved material prior to the end of the workday - NO EXCEPTIONS. ♦ Three sets of construction drawings of proposed work are required with the permit application. I HAVE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE THAT I MUST MAKE THE PjiN,�C COPY OF THE PERMIT AVAILABLE ON SITE AT ALL TIMES FOR INSPECTIONS Ij/J Signature: or Agent) CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK t FOR CITY USE ONLY ds �t Approved by: rlAl�G �L Right-of,way Feer "`�Q 4 '.ir' Time Authorized: Void After 9 / 24 / QZ . � Disruption'Fee/Fund 111: Special Conditions: 140 4mEMfo (11 -TS "M ., Restoration Feei x ,VKM 1'f- 51iEW Total Fee ' Vd11�_L VOAWK 16 t3G: i XA/-iS EiD }.j lt_u Receipt No:; 4 t, — t, l_'PWMi-'-M41NTkIIssued by: c 'e(VI1F1.:Stou . nu,1 .�:4f' .'!""f -F �L"'tq�°11►flA+r:�'"j'f _ v UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS COMMUNITY DEVELOPMENT CODE. FINAL APPROVAL OF PERMITTED WORK. -,2 INSPECTOR'S SIGNATURE DATE: For inspection -requirements see Engineering Information Handout. NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE ,'�rtl %111 91-611) JILL- 'Pty- of Edmonds* Permit No: -V�z - eel, TIONTERMIT issu Nz'k fo 2 - t: 7V AY CONSTRUCTION. e.Date: A. Address or Vicinity of Construction: 4L S Ts B. Type of Work (be specific): VE10206i '7-0 '6`6 J,,>INr sr. MW owl d/ - c a r get L S r rQ 1?6zll /V.Of /A e"g, S i -*c# ,EAST 4 40 C. Contractor: 7 Contact* Mailing Address: 2 31s- C191&6V R, Phone: State,License X f,6 Liability Insurance: Bond: $ D. Building Permit # (if applicable):_ E. Fl Commercial El Subdivision sion El Multi -Family E] Single Family INSPECTOR: Side Sewer Permit. # (if applicable) El City Project ❑ EUC (PUD, VERIZON, PSE, AT& T,.OVWD) E], Other loll 3r 2170 Sass" 2y2y, la , ?.Vz/ F. PAVEMENT CUT: [AYES .0NO G. SIZE OF CUT x CONCRETE CUT: El YES EINO AN)LICAN'r TO IMAI) ANI) SIGN INDEMNITY.• Applicant understands liy his/her signature tothis. application helshe holds the�City of Edmonds harmless from injuries, damages, or claims bf;ahy kind or description whatsoever, foreseen or unforeseen, ;that may be made against .the .0ty'of Edmonds or any of its departments o . r employees, including but not limited to the defense of any legal proceedings• inc'luding'dejense costs and attorney fees by reason of granting this permit. THE'CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND A CCEPTANCE'OF THE WORK. ESTIMATED RESTORATION -FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, A T WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. - ♦'Traffic control and public safety shall be in accordance with City regulations as required by the City'Engineer. Every -flagger must be trained as, required by (WAC) 296455-305 and musthave certifteation 'verifying, completion of the required training in their possession. ♦ Restoration is to, be in accordance with' City codes. All street -cut trench work shall be patched with asphalt or City - approved material prior to the end` of the workday— NO EXCEPTIONS. Three sets of construction drawipgs of proposed work are required with the permit application. CALL DIAL-A-DIO (1-800-424-6555) PRIOR TO. BEGINNING. WORK 4 HAVE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE THAT I MUST MAKE THE PINKCOPY OF THE PERMIT AVAILABLE ONSITE ATALL TIMES FOR INSPECTIONS Ark,% or Agent) Ddte: FOWCITY USE ONLY'. � -of- Approved: by.'.-Rightway Fee: .,, .Time Authoriied-. Void After A!�'/ Disruption'Fee/Fund 111: . I A . of , Special Conditions': -16INT WtTl+ 654-98E Restoration Fee: Total Fee:. �--1 Iz-S T 041 xvsf6p_e� RyP4;w _51 it NO #AZK,, G49,6, ReceiptNo: Aa Br,1TT_P9, Cl 6iJ lTJgq5 -5t6r1AJftLt4 5?(-T1CPJS, Issuedby:, _TWt emneu lt5- kNd, ItJ mit CL MELS MAIN161tj ' Sk8,FEPft-r1dAi UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL INSPECT " ION IS'REOUIRED.PER CHAPTER 18.'00 OF THE EDMONDS COMMUNITY DEVELOPMENT CODE (Phone 425-771-0220, Ext. 1326) FINAL APPROVAL OF PERMITTED WORK. DATE: lolalu 9spector's Signature /Coni'lls For inspection requirements see Engineering Inspection Information handout. NO NVokK SHAIA. BECIN 1'1Z10lZT0 I'EIZMIT ISSUANCE DAMy Documents�o'rt'�s�Engnmg\ROWpermit_.doc ERE IJEJ�j , 'PERMIT EXPIRES :a CITY OF EDMONDS 'USE ONE .�11 NV BE �• CONSTRUCTION PERMIT APPLICATION JOB SUITE/APTN ADDRESS b 0 v D OWNER NAME/NAME OF BUSINELSS /� p C W L / / Cd of fI• /•s T L� l PLAT NAME/SU801VISION NO. LOT NO. LID NO. t5 w MAILING ADDRESS LID FEE $ Approved O r! G /G ��/ �Y{�' PUBLIC RIGHT OF WAY PER OFFICIALS BEET MAP RW Pe RW Parma Require EXISTING nepectlonRequiredreet Use Permit pd CITY ZIP TELEPHONE �L PROPOSED Q Sidewalk Required U REQUIRED DEDICATION FT Underground J' Wldne required NAM6r., "'; METER S E LINE SIZE NO. OF FIXTURES PVVEOUIRED NO ❑ _ W ADDRESS. REMARKS /via /r f OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE W , ;, P,�sa „? -�1r�r CITY IFZIP TELEPHONE �� f1,�►o„ ,us rid NAME `G + $J000 Q• �N //rr i r��: `O• ��7C, NGINEERING C /�/J REVIEN/JID/D //� ADDRESS c✓r� �� / �L e. �' FIR REVIEWED BY DATE CITY ZIP TELEPHONE / VARIANCE OR CU ��....e SHORELINE O DBN j p INSPECTION PI BOND P0S ED STATE LICENSE NUMBER EXPIRATION DATE H B /1 jj /� /� C�•c O/ Gj/ gge erog il' 41241,0,'1 0/- 9 / r�ES C3 NO `� SEPA REVIEW COMPLETE EXEMPT SIGN AREA ALLOWED PROPOSED HEIGHT PROPOSED PROPERTY TAX ACCOUNT PARCEL NO. EXP �fALLOWED r NEW j000EESIDENTIAL �UMBING / MECH LOT COVERAGE REQUIRED SETBACKS (Fr.) PROPOSED SETBACKS (FT.) ALLOWED PROPOSED FRONT SIDE REAR FRONT UR SIDE REAR C7 AUDITION (-'� COMMERCIAL COMPLIANCE OR ❑ •CHANGE n 6 f ' s hr /� 0 /` v Z z u OF USE ❑ REMODEL ❑ APARTMENT C:1 SIGN 2 d ( lin f f' R .4,PRKPROVIDEO LOT AREA.. P NNIN REVIEWEDSY DATE ,... / O� �gqp� N� FENCE ❑ REPAIR .. y / r CYDS ❑ ( X -�� REMARKS OTHER ' DEIPSH 41 ❑ TANK +'' tA E • 500 M o 1.1 T r Z ARAGE �-y RETAININCKERYG WALL ❑ RENEWAL CARPORT •.• ' re. C OF USE, BUSINESS OR ACTIVITY) EXPLAIN: a(TYPE CHECKED BY TYPE OF CONSTRUCTION C� OCCUPANT min P��r^ Trt q / GROUP W CRITIC OOFMBE DWELLING F % AREASAL �� +v/+�� SPECIAL INSP TOR AREA OCCUPANT O � STORIE�� UNITS 1 NUMBER REQUIRED YES LOAD DESCRIBE WORK TO BE DONE REMARKS 0r PROGRESS INSPECT ONS -PER UBC 108/FINAL INSPECTION REO'D S eA 'Tyw zi .ILY-ACIVIna vv ^C,J VALUATION FEE PLAN CHECK FEE 9 Z5 • Z� HF,ATSOURCE.56�aLA�ING %. LOT P: % BUILDING: 130 e _ PLAN CHECK VESTED DATE PLUMBING MECHANICAL ou THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC GRADING/FILL DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE J SEPARATE PERMISSION. _ STATE SURCHARGE PERMIT APPLICATION: 180 DAYS '1 /�^ / a PERMIT LIMIT: 1YEAR -PROVIDED WORK IS STARTED;1AlITHIN 180 DAYS ENG REVIEW FEES (� f► .. j SEE BACK OF PINK PERMIT FOR MORE INFORMATION 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS Y H ENG. INSPECTION FEE �r• f. W IN INTEREST. AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THEi ITY OF LANDSCAPING . e i EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES; AND AGENTS FROM A' Y AND ,., INSPECTION FEE sit M ALL CLAIMS! FOR DAMAGESOFWHATEVER NATURE ,ARISINGDIRE7 YORINDIRECTLY r: = FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PE T SHALL NOT BE CET p PLAN CHECK DEPOSIT _DEEMEOTOMODIFY, WAIVE ORREDUCE ANY REQUIREM ENT OFANY CITY ORDINANCE 0 NOR LIMIT IN ANYWAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.'RECEIP /'j TOTAL AMOUNT DUE (' GIVEN HEREBYREAD THIS APPLICATION; THAT THE IS CORRECT, DND.THAT I AMVT E OWNER, OR THE DULY AUTHORIZED AGENTION OF APPLICATION APP ROVAL THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- CALL This application is not a permit until signed by the TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED Building Official or his/her Deputy: and Fees are paid. and IN VIOLATION -OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt is acknowledged in space provided WORKMEN'S COMPENSA RANCE AND RCW 18.27., SIGNA RE ( NER AGENT) DATE SIGNED (425) OFF IALS SIGNATU �. � Z G�..Q '2 / / 771-0220 R D BY / / DATE A ENTION EXT 1333 '..;....._ 7 2— IT UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE. UNTIL 771 0221 "',A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CEATIFI oRIGwAL-FILE YELLOW -INSPECTOR CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 FAX PINK -OWNER GOLD •ASSESSOR 5/98 �- ATE RECEIVED �a 7 PERMIT EXPIRES sSE CITY OF EDMONDS ZONE (� 5... PERMIT UMBER `I CONSTRUCTION PERMIT APPLICATION JOB SUITE/APTO ADDRESS 610 &�l I OWNER NAME/NAME OF BUSINESS rbe —We /Xe,H1 C t PLAT NAME/$UBDIVISIONNO. LOT NO. LID NO.fjC. . vTT LID FEE $ W MAILING ADDRESS A �, / 7 ` �� �+f�J PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TES CP Approved RW Permit Required Street Use Permit Req'd 0 CITYCI ZIP TELEPHONE ;EXISTING PROPOSED Inepe lon Requited 0 � /,�N l�!%f���r'"'•8, PO REQUIRED DEDICATION NFT Sidewalk Required 0 Underground ire•l NAME METER SIZE LINEnIZE NO. OF IXT RES PRV QUIRED ' ✓% �7 f C. /7 �/ //I �hSoH r VES N9 ❑ Q V I ADDRESS REMARKS 4 W S� f �%a /e S7rP, OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE CITYt/ ZIP ' TELEPHONE l( tJ 111.E n NAMEGet. // `� ✓ W -e r C. C, C,- � e- ENGINEERING REVIE ED DATE ADDRESS C Q ale -f- ov y 42616 f// 41e "FIRE REVIEWED BY DATE CITY ZIP T EPHONE K/• eo 9 .t S ;210 S 8�%� LL STATE LICENSE NUMBER EXPIRATION DATE VARIANCE OR CU SHORELINE O INSPECTION BOND. C c o/ G /4X A!� cc o,?/h /� oa d — Q YES NO P ST D SEPA REVIEW COMPLETE EXEMPT SIGN AREA ALLOWED PROPOSED HEIGHT ALLOWED PROPOSEDs, a PROPERTY TAX ACCOUNT PARCEL NO. EXP �I I,J�f ✓ �� r NEW , RESIDENTIAL PLUM NG / MECH LOT COVERAGE ALLOWED REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (FT..) OR PROPOSED FRONT SIDE REAR FRONT UR SIDE REAR;, Q ❑ ADDITION ❑ ' COMMERCIAL:. ❑COMPLIANCE CHANGE OF USE ❑ REMODEL ❑ ATMENT ❑ SIGN REQ'DARKIPROVIDED 191yoz) LOTAREA P NNING REVIEWED BY DATE I /I- O REPAIR GRADING ❑ FENCE . iJ KS CYDS X FT) }; ❑ ❑ ""TANK 7 ❑ OTHER /DEMOLISH ;-GARAGE © RETAINING WALL ❑O CARPORT RENEWAL (—.4 PIT AVNIP �" IP a (TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN: CHECKED BY TYPE OF CONSTRUCTION C OCCUPANT Ix J / r M / GROUP m NUMBER OF NUMBER OF DWELLING CRITICAL AREAS SPECIAL I P TOR AREA aG��p OC UPANT � O STORIES UNITS'' NUMBER CA'-O/.-ts' REQUIRED o D YES �xC r. 7 DESCRIBE WORK TO BE DONE REMARKS PROGRESS INSPECTIO S PER UBC 10811FINAL INSPECTION REO'D o 1 co VALUATION FEE PLAN CHECK FEE r GHEAT SOURCE C, Q GU1� LOT SLOPE _ BUILDING ,l 0 PLAN CHECK N :� VESTED DATE PLUMBING MECHANICAL THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE GRADING/FILL C / " ' SEPARATE PERMISSION. � r STATE SURCHARGE w PERMIT APPLICATION: 180 DAYS CL PERMIT LIMIT: p YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS ENG. REVIEW FEES SEE BACK OF PINK PERMIT FOR MORE INFORMATION V) ENG. INSPECTION FEE rn APPLICANT, ON BEHALF OF HIS OR HER SPOUS , HEIRS, ASSIGNS AND SUCCESORS 1. AND IN INTEREST, AGREES'TO INDEMNIFY, DEFEND HOLD HAF14ESS THL,CITY OF LANDSCAPING S EDMONDS,WASHINGTON, ITS OFFICIALS,. EMPLOYEES, AND AGE SFROMIANVAND :. .¢ ,. INSPECTION FEE ALLCLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIREC •LYOR INDIRECTLY FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE RECEIPT i 2 r PLAN CHECK DEPOSIT 01 j DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENTOF ANY CITY ORDINANCE `✓ = NOR LIMIT IN ANYWAY THE CITY'S ABILITY TO.ENFbRCE ANY ORDINANCE PROVISION. - 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 AUTHORIZED AGENT OF APPLICATION -APPROVAL THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- CALL This application is riot a permit until signed by the TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED Building Official or his/her Deputy: and Fees are paid, and IN VIOLATION OF THE E OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt is acknowledged in space provided. WORKMEN'S COMPEN NCE AND RCW 18.27. SIGNAT R (O R R AGENT) DATE SIGNED (425) OF ICIALS SIGNATURE ,,4 (�JA -r �. A�� e�A 771-0220 R EA bATEf ` A ENTION EXT 1333 IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL 771 0221 A FINAL .INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- ORIGINAL - FILE YELLOW - INSPECTOR CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 FAX PINK -OWNER • GOLD - ASSESSOR 5/98 •ATE REC ED O I ]`�'[PERMIT EXPIRES . .. CITY OF EDMONDS CONSTRUCTION PERMIT APPLICATION USE PERMIT =ONE NUMBER �OZ�CoO JOB SITE/APTN ADDRESS OWNER NAME/NAME OF BUSINESS Q I, Ike v� //t, Cl oxk, Cp „ C FLAT NAME/SUBDIVISION NO. LOT NO. LID NO. ' FEE $ PLUMBING w MAILING ADDRESS 4,f.,LID O f 12 G /G /u f%%� �(,r f PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP EXISTING PROPOSED REQUIRED DEDICATION FT AW Approved RW Pernik Requtred Street Use Pernik Req'd Inspection Required sidewalk Required 0 Underground Wiring Wiring required r CITY ZIP No R1, r 98.7 7S TELEPHONE yds _ `/� 771-0221 NAME / 1/ P/'J `�! r / r / /� a y� s on% METERn METER SIZE d� LINE SIZE I �� NO. OF FIXTURES PRV REQUIRED YES NO ❑ Z ADDRESSW 7 t �t REMARKS OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE LANDSCAPING INSPECTION FEE CITY. ZIP f 02 o TELEPHONE PS --;77d x33 :,.:c, • . NAME A �- We//I- / TOTAL AMOUNT DUE W a LL . ... _ g s 9 J m ENGINEERING WED/ R V Mot. Q a ADDRESS ADORE FIRE REVIEWED BY DATE CITY ZIP ��N �,• / fA � TELEPHONE y.��-- �-BGS STATE LICENSE NUMBER EXPIRATION DATE KED Y CCo Gg� F ctro�i C� /.�� a VARIANCE OR CU SHORELINE O D_ INSPECTION ESO❑NO BOND ' POST D PROPERTY TAX ACCOUNT PARCEL NO. 49 09 4V-7 Of foo fOt! SEPA REVIEW COMPLETE EXEMPT EXP OC SIGN AREA ALLOWED PROPOSED HEIGHT ALLOWED PROPOSED JEW RESIDENTIAL PLUMBING / MECH ❑ AUDITION - ❑ COMMERCIAL ❑ COMPLIANCE OR CHANGE OF USE ❑ REMODEL ❑ AP RTMENT❑ SIGN ❑ REPAIR GRADING FENCE CYDS ❑ ( X FT) ❑ DE OLISH ❑ TANK OTHER GARAGE ❑ RETAINING WALL ❑ RENEWAL ZZ . CARPORT LOT COVERAGE ALLOWED PROPOSED J / 6 5 REQUIRED SETBACKS (FT.) FRONT SIDE REAR /5 /O PROPOSED SETBACKS:(Ffi FRONT':. L/R SIDE .REAA,r; N 6 C� REO'DFARKIPR OVIDED Z 2 LOT AREA G/jC/yob P NNING REVIEWED BV DTE 4 op.- AR S 14�1— A �` �� _ rl� �� D N c Qtl y N r r- (TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN: d / -7 CHECKED BY TYPE OF CONSTRUCTION C OCCUPANT GROUP 1213 G NUMBER OF O ,STORIE NUMBER OF DWELLING l UNITS / CRITICAL AREAS NUMBER CA� �I 9f- SPECIAL IN E TOR REQUIRED YES AREA r 1 t ` / l OCCUPANT LOAD / /0 \ DESCRIBE WORK TO BE DONE REMARKS PROGRESS INSPECTIO S PER UBC 108/FIN AL INSPECTION REO'D I 1 N* WC / r fi G 4�i . / A46,r,� nit 1,ncu- tipnlft - - - HEAT SOURCE GLAZI G.% LOT SLOPE % PLAN CHECK NO:01O VESTED DATE r ' THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. 1 i PERMIT APPLICATION: 180 DAYS PERMIT LIMIT: VYEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS SEE BACK OF PINK PERMIT FOR MORE INFORMATION 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGN§ AND SUCCESORS IIN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARI*ESS THE►CITY OF EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM'ANY AND —ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRE,�LYOR INDIRECTLY FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERWIIT SMALL NOT BE I DEEMED TO:MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANIY CITY AN ! NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.' I HEREBY ACKNOWLEDGE THAT 1 HAVE READ THIS APPLICATION; THAT THE INFORMATION GIVEN IS CORRECT; AND THAT 1 AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- TION; AND IN. DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LAPeRWOE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S CO PEN NS E AND RCW 18.27. SIGNAT ( ER OR AGENT) DATE SIGNED A/ ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 5/9B VALUATION FEE CALL PLAN CHECK FEE FOR INSPECTION Building Official or his/her Deputy: and Fees are paid, and receipt is acknowledged in space provided. BUILDING 12(Z W 771-0220 PLUMBING D RE A E Y MECHANICAL GRADING/FILL 771-0221 STATE SURCHARGE ORIGINAL -FILE • YELLOW, INSPECTOR PINK OWNER • GOLD ASSESSOR ENG. REVIEW FEES ENG. INSPECTION FEE - p LANDSCAPING INSPECTION FEE h'yy y PLAN CHECK DEPOSIT 7 / RECEIPT 61 W TOTAL AMOUNT DUE RECFJPFI./1�' APPLICATION APPROVAL CALL This application isnot a permit until signed by the FOR INSPECTION Building Official or his/her Deputy: and Fees are paid, and receipt is acknowledged in space provided. (425) OFF I IALS SIGNATURE &,,,,, 771-0220 RE A E Y EXT 1333 771-0221 FAX ORIGINAL -FILE • YELLOW, INSPECTOR PINK OWNER • GOLD ASSESSOR - - ATE RECEIV �u V,-,- '`PERMIT 2: EXPIRES CITY OF EDMONDS SE ZONEPERMIT NUMBERCONSTRUCTION PERMIT APPLICATION JOB SUITE/APT# ADDRESS �A t - -fOWNER NAME/NAME OF BUSINESSCOAlY NAME/§UBDIVISION NO. LOT NO. LID NO.w R. C&-7<PLAT •i/J MAILING ADDRESS �vc LID FEE $ PUBLICRIGHT OF WAY PER OFFICIAL STREET MAP AW Pe AppquI7RW et Use Re rifted O Street Use Permll Req'd � `J CITY ZIP ro TELEPHONE EXISTING � PROPOSED o Inspection Required p ' jJ ��i� REQUIRED DEDICATION FT Sidewalk Required 0 Underground 19ys yp�erorou n0 W NAME METER SIZE LINE SIZE NO. OF FI TURES PRV OUIRED C�whJe , I YES NO ❑P t, w ADDRESS REMARKS S rrre OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE r, z A t J W CITY. ZIP TELEPHONE S NAAM��E ` /,' j! -�•^' vGY�-P'rIde//Y `D19J�✓ �/ JA_C ENGINEERING IEW Dro E ADDRESS A� CC P 4041-zlo?.— FIREREVIEWED BY DATE ¢ CITY ZIP TELEPHONE �f STAedEyy1�BER EXPIRATION DATE ((ii ((:: V I&A C VARIANCE OR CU SHORELINE O DBp INSPECTION REO'D BOND' POS ED CCS O rJ/ //MA2 �+ O NO ' YES [3IG SEPA REVIEW COMPLETE EXEMPT SIGN AREA ALLOWED PROPOSED HEIGHT ALLOWED PROPOSED PROPERTY.TAX ACCOUNT PARCEL NO. _Uj..00 OO >f%OI EXP NEW 2'.*RESIDENTIAL PLUMBING / MECH LOT COVERAGE ALLOWED PROPOSED REQUIRED SETBACKS (FT.) FRONT SIDE REAR PROPOSED SETBACKS (PT.) FRONT UR SIDE REAR ❑ ADDITION O COMMERCIAL O COMPLIANCE ORJZ / v �� 6, /v / t7 z z ` ':'•: CHANGE OF USE PARKING R� 'D P R DED Z LOT AREA n 0" PLANNING REVIEWED'BY DATE 'l fxAV1,y S a REMODEL O RTMENT O SIGN GRADING FENCE 4 . a ❑ ( X FT) KS ISHO TANK :❑OTHERE VGACYDS 0RT RETANING WALL O Q RENEWAL LAM171 G /1fr J /r 5w�,� ~ ~� (TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN: P CHECKED BY TYPE OF CONSTRUCTION OCCUPANj M Q �,/ /'d M �+� '' GROUP �4/J/, Lu C NUMBER NUMBER OF CRITICAL SPECIAL INS CTOR REQUIRED YES AREA T r OCCUPANT LOAD O OF STORIEA DWELLING UNITS AREAS NUMBER 'C14-r DESCRIBE WORK TO BE DONE 1 p(� REMARKS ✓V Cop le f�4 PROGRESS INSPECTION PER UBC 108/FINAL INSPECTION REVD S w/ VALUATION FEE PLAN CHECK FEE HEATSOURCE GLAZIpI(}�a TT SLOPE % BUILDING `LO PLAN CHECK NO: O VESTED DATE PLUMBING ' MECHANICAL THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC g DOMAIN (CURBS; SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE GRADING/FILL J SEPARATE PERMISSION. STATE SURCHARGE w PERMIT APPLICATION: 180 DAYS IL PERMIT LIMIT: 1jYEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS ENG. REVIEW FEES SEE BACK OF PINK PERMIT FOR MORE INFORMATION y •APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGN,g� AND SUCCESORS %'ENG. INSPECTION FSE-. - IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HAR14�kSS THEtCITY OF EDMONDS,. WASHINGTON, ITS OFFICIALSLANDSCAPING , EMPLOYEES, AND AGENTS FROM"ANY AND ¢ INSPECTION FEE ' ALL.CLAIM9'FOR DAMAGES OF WHATEVER NATURE, ARISING DIREYOR INDIRECTLY" FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PER .IT SHALL NOT BE RECEI DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENTOF ANY CITY ORDINANCE PLAN CHECK DEPOSIT s NOR LIMIT IN ANYWAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.' RECEIPT TOTAL AMOUNT DUE tog GIVEN BIS CORRECT, ODND THAT I AM THE WNER, OR THE DULY E THAT I HAVE READ THIS APPLICATION; AUTHORIZ DQAGENT of APPLICATION APPROVAL THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- CALL This application is not a permit until signed by the TION; AND IN DOING TH ORIZED THEREBY, NO PERSON WILL BE EMPLOYED Building Official or his/her Deputy: and Fees are paid, and IN VIOLATION OFT LA R COD OF THE STATE OF WASHINGTON ,RELATING TO FOR INSPECTION receipt is acknowledged in space provided. .WORKMEN'S CO NS ON SURA CE AND RCW 18.27. SIGNAT (O ER R AGENT) DATE SIGNED (425) OFF IALS SIGNATURE r �/ diIII■ / 1-220 A ENTION ftmS ATE EXT 1333 A V IT IS UNLAWFUL TO USE OR CCUPY A BUILDING OR STRUCTURE UNTIL 771-0221 A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- (—/ORIGINAL- FILE YELLOW - INSPECTOR CATE OF OCCUPANCY HAS BEEN GAANTEb. UBC SECTION 109 FAX PINK OWNER • GOLD ASSESSOR - - 5198 ATF{ RECEIVED '' - PERMIT EXPIRES CITY OF EDMONDS S0 PERMIT ZONENUMBER 1. 5' CONSTRUCTION PERMIT APPLICATION ooREss UITE/APT# PLAN CHECK FEE OWNER NAME/NAME OF BUSINESS BUILDING A 9 — I i " L / � 00 n f r� "r ` W L•i PLAT NAME/SUBDIVISION NO. LOT NO. LID NO. ( 3 w C MAILING ADDRESS ee 4v /7 L/ ' I �G G/G �9�^ (/{/'tf � MECHANICAL LID FEE $ THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP / EXISTING Ifo PROPOSED REOUIRED DEDICATION FT. Rw Pe Approved 0 RW Permit Required Regd 0 nlreeectlon RequirUse ed eP quhed O Sidewalk Required 0 Wiring required GRADING/FILL C CITY ZIP �/L TELEPHONE �+ � NAME Orr? "'o -i" ' C' �,' i 4 n1 t,ti METER SI ESI 3 LINE SIZE ' 1 NO. OF FIXTURES - P V OUIRED YES NO ❑ C7 _ ¢ ENG. REVIEW FEES SEE 9' .CK OF PINK PERMIT FOR MORE INFORMATION ADDRESS REMARKS W ENG. INSPECTION F E 'mlz`� IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARidLESS:THE'�C ITY OFL4NDSCAPjNGM MOWNER/CONTRACTOR 5' � / / 4 e. Jf eel, RESPONSIBLE FOR EROSION CONTROUDRAINAGE 0 W �. CITY ZIP �� a,� s8 dam• TELEPHONE r THIS PERMIT. ISSUANCE OF THIS PE901T SHALL NOT BE NAME TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE PLAN CHECK DEPOSITNOR LIMITIMANYWAYTHECITY'SABILITYTOENFORCEANYORDINANCEPRO SION,•xi ¢ GG r �e W f 4lee Cdh f b. Co, 2-4 C RECEIP ENGINEERING REVIEWED/ AT Z OL ADDRESS t �9�✓Ale. CITY ZIP TELEPHONE ,4�24 -L yes --9 yr- FIRE REVIEWED BY DATE WLu sees .'. r STATE LICENSE NUMBER EXPIRATION DAT /1 /+ p c. Ci% t7 oggar CC OZ,# N/ �/ 6 .� EC VARIANCE OR CU SHORELINE ADB# O 0 INSPECTION �,( REO'D OG ES ❑NO BOND POD = S SEPA REVIEW COMPLETE EXEMPT EXP I SIGN AREA ALLOWED PROPOSED HEIGHT ALLOWED PROPOSED; � � 79S� . a PROPERTY TAX ACCOUNT PARCEL NO. D 19 y -?V_* RESIDENTIAL PLUMBING / MECHLOT AUDITION COMMERCIALCOMPLIANCE OR ❑ CHANGE OF USE ❑ REMODEL ❑ RTMENT ❑ SIGN ❑ GRADING CVDS I ❑ FENCE REPAIR z ) LISH TANK ❑ OTHER RETAINING WALL RENEWALORT VGARAGE COVERAGE ALLOWED PROPOSED 3 7 / REOUIRED SETBACKS (FT.) FRONT SIDE REAR J PROPOSED SETBACKS (FT.) FRONT UR SIDE REAR 1 PARKING R D PROVIDED LOT AREA PLANNING REVIEWED BY DATE HizMAHK5 1 �N l SDµ *) T a(TYPE v OF USE, BUSINESS OR ACTIVITY) EXPLAIN: CHECKED BY TYPE OF CONSTR CION CO OCCUPANT GROUP REOU RED SPECIAL SP YESR ARE t OCCUPANTMi AD O EXT 1333AA-1 LU OSTORIE NUMBER �j �W) • NUMBER OF UNITS DWELLING 7 CRITICAL AREAS/� NUMBER CA "DI A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- DESCRIBE WORK TO BE DONE REMARKS PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REO'D CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 FAX RIGINAL _FILE YELLOW -INSPECTOR PINK - OWNER • GOLD -ASSESSOR 5 CONrl- wP m � Atst) ft t n EL 194 o t 58 - A r- (11rr ff: �1 1 rvPw- art _nn��i� . _. , . — r,. VALUATION FEE ,.• PLAN CHECK FEE HE SOURCE GLAZI G.a . LOT SLOPE BUILDING i S PLAN CHECK NO; VESTED DATEPLUMBING ` MECHANICAL THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE GRADING/FILL C F SEPARATE PERMISSION. � STATE SURCHARGE w , PERMIT APPLICATION: 180 DAYS a PERMIT LIMIT: 1 EAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS ENG. REVIEW FEES SEE 9' .CK OF PINK PERMIT FOR MORE INFORMATION rn 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS, AND SUCCESORS ENG. INSPECTION F E 'mlz`� IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARidLESS:THE'�C ITY OFL4NDSCAPjNGM EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND CLAIMS'FOR DAMAGES OF WHATEVER NATURE, ARISING DIRE�-YOR INDIRECTLY_"`FROMTHE'ISSUANCE OF IN PECTION FEEALL RECEPTDEEMED THIS PERMIT. ISSUANCE OF THIS PE901T SHALL NOT BE TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE PLAN CHECK DEPOSITNOR LIMITIMANYWAYTHECITY'SABILITYTOENFORCEANYORDINANCEPRO SION,•xi RECEIP TOTAL AMOUNT DUE I ACKNOWLEE THAT I HAVE READ THIS APPLICATION; THAT THE HEREBIS GIVEN CORRECT, AND THAT 1 AM THE OWNER, OR THE DULY AUTHORIZED AGENTION OF APPLICATION APPROVAL THE OWNER. 1 AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- CALL This application is not a permit until signed by the TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED Building Official or his/her Deputy: And Fees are paid, and IN VIOLATION OF THE LA OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt is acknowledged in apace provided WORKMEN'S COMPENS 1 SURA CE AND RCW 18.27. OFF IALS SIGNATURE ' SIG E (0 ER/ 01 DATE SIGNED (425) 07 /fAGENT) 771-0220RELEASENaw ENTION EXT 1333AA-1 IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL 771-0221 A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 FAX RIGINAL _FILE YELLOW -INSPECTOR PINK - OWNER • GOLD -ASSESSOR 5/9B . r? r, RECEIV�D' t 1 r, aATE PERMIT EXPIRES tn CITY OF EDMONDS .�' =ONSE E m' PERMIT O NUMBER —CAA CONSTRUCTION PERMIT APPLICATION JOB SUIT APT# ADDRESS, OWNER NAME/NAME OF BUSINESS �( I co A P tip r �O Jr f r• CA -i/� a� PLAT NAME/SUBDIVISION NO. LOT NO. LID NO. 3Itx. MAILING ADDRESS LID FEE $ �r sWF /Yv� �� J J /P// PUBLIC RIGHT F WAY PER OFFICI STREET MAP TESCPApp Approved RW Permit Required Street Use Permit Req'd g' CITY ZIP TELEPHONE EXISTING PROP SED Inspection Requked /� r / / LA ; /�t0 p� �� y��. ��s' ��/� REQUIRED DEDICATION_ FT Sidewalk Required O Underground (+ WIAnp required NAME NAME METER SIZE LINE SIZE NO. OF FIXTURES P V OUIRED #/ h / • 4 O y ./ " VES NO O ADDRESS' REMARKS 5.2N4 OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE W ' CITYI ZIP TELEPHONE p NAME � ( C I� -f ,r. E ENGINEERING VIEW;rz ¢O ADDRESS (/ �. 797( W(/ ri#' FIRE REVIEWED BY DATE W CCITY . ZIP TELEPHONE �k ,. fr .� LL STATE LICENSE NUMBER EXPIRATION TE CHEC BY VARIANCE OR CU SHORELINE OO7 ADB# INSPECTION BOND / C` O/ ` I - / �RS O D NO POST D L* ? D SEPA REVIEW COMPLETE EXEMPT SIGN AREA ALLOWED PROPOSED HEIGHT ALLOWED PROPOSED PROPERTY TAX ACCOUNT PARCEL NO. EXP EWESIOENTIAL PLUMBING / MECH LOT COVERAGE ALLOWED PROPOSED REQUIRED SETBACKS (FT.) FRONT SIDE REAR PROPOSED SETBACKS (FT.) FRONT L/R SIDE REAR O AUDITION COMMERCIAL �y l�/ , w.'� l0 CHANGE OF USE . REMODEL 0A RTMENT C3 SIGN PARKING REO'D PROVIDED LOT AREA PLANNING REVIEWED'BY DATE g 1 9 (7 �aCYDS GRADING FENCE AISH s (' X FT) /RE TANK OTHEREh11T RT RETAINING WALL RENEWAL N �X c4 T BVH j AMOµ "-r a (TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN: H P f d n't CHECKED 13V I TYPE OF CONSTRUCTION C �f GROUPL[l1 R•/`Yj�"•r W 0m NUMBER NUMBER OF CRITICAL f�:J v 0 OF 1 .t- DWELLING STORIES UNITS AREAS C w NUMBER I j � ,%� — 9f SPECIAL IN TOR AREA REQUIRED �` ,L"r1 OCCUPANT I yES It.�- r r DESCRIBE WORK TO BE DONE l7 .410 REMARKS t7 IN PROGRESS PECTIO S PER UBC 108/FINAL INSPECTION REG-0 c ' r Y. 01J 1`4r VALUATION FEE PLAN CHECK FEE HEAT SOURCE ; as%i ZIN5 o LOT SLOPE % O BUILDING PLAN CHECK NO: oft VESTED DATE PLUMBING THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO MECHANICAL t BE 06RF ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN'(CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE GRADING/FILL n / SEPARATE PERMISSION. PERMIT APPLICATION: STATE SURCHARGE t¢1d CL 180 DAYS PERMITLIMIT: 1_YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS SEE BACK OF PINK PERMIT FOR MORE INFORMATION ENG. REVIEW FEES ;^ ,.(t 9 'APPLICANT. ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS ND SUCCESORS IN INTEREST, AGREES TO INDEMNIFY, ENO. INSPECTION FEEY/; (j( DEFEND AND HOLD HARML0S'jHE �ITY OF------ EDMONDS, WASHINGTON, ITS OFFICIALS, AGENTS LANDSCAPING [I J CM C EMPLOYEES, AND FROM Y AND ALLCLAIMSfORDAMAGESOF'.WHATEVER NATURE,ARISINQDIRE YORINDIRECTLY INSPECTION FEE ' I = 0. FROM THE'ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PET SHALL NOT BE DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENTOFANY CITY ORDINANCE PLAN CHECK DEPOSIT RECEIPT / Z'' XO NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.' TOTAL AMOUNT DUEIU RECE I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS AP.PWCATION; THAT THE INFORMATION GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED CALL This application is not a,perrhit until signed by the IN VIOLATION OF THE LAB DE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION Building Official or his/her Deputy: and Fees are paid, and receipt is acknowledged In apace provided WORKMEN'S COMPENSATI NSU NCE AND RCW 1827. SIGN E WNER O EN DATE SIGNED /` 1426 OF IALS SIGNATURE /{� l4 - // /,2 /vo, . , 771-0220 �f R Y DATE ENTtON � EXT 1333 IT IS,UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND. APPROVAL OR A CERTIFI- 771 0221 CATE'.OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 ORIGINAL -FILE' ELLOW- INSPECTOR / FAX PINK 5/98 -OWNER • GOLD,- ASSESSOR %< BEFORE COUNT WKR VAC AFTER DEF WKR VAC DEF CONSTRUCTION START DATE 05/01/02 IN SERVICE DATE 09/01/02 2R3.1501-1525 O 25 O 6 21 O IPLANT EXTENSIONI/ DOR 1?EUUIHE ENT PERMITS ❑ BLANKET CONSTRUCTION ❑ STATE DIAL. A DIG ❑ COUNTY ❑ FLAGGING CITY EDMONDS ❑ BRUSHING ❑ NONE SPECIAL CIRCUITS CAUTION POWER MUG MAE CUTS REDUIRED ❑ YES ❑ NO DP3 239 (WKR = WKR + DED) 2R3:1501-1525+1751-1769+ 3XD+1773-1774+1XD Ad k my - P2 239 m PREPOSTED g � WORK ORDER] EXISTING POLE 30' 30' 29' - 2( 24' - 24 20' 20 Q`s i 1-2" PVC 150' BY BUILDER 1-2" PVC PUSH 45' BY VERIZON BELL STREET TYPICAL SECTION LOOKING EAST TO CO NOTES - l./ BUILDER TO PROVIDE 1-2" PVC FROM BUILD. OUT TO THE ROW SEE SHEET 2 2./ REMOVE AERIAL TRESPASS BY REPLACING THE EXISTING DROP TO G22 BELL ST. SOME MINOR TREE TRIM REOD. WORK LOCATION MAP 454 G-5 ICERTIFY THAT THE WORK I COMPLETED ON THIS WORK ORDER AND AS -BUILT IS IN COMPLIANCE WITH VERIZON DUALITY STANDARS AS IDENTIFIED ON THE IPOIP CHECKLIST. (SIGNATURE AND DATE) VERIZON PRIORITY 2LA ECAS CONSTRUCTION START DATE 05/01/02 IN SERVICE DATE 09/01/02 ALL WORK 10/01/02 COMPLETE DATE DRIVERS FOR WORK ORDER IPLANT EXTENSIONI/ DOR 1?EUUIHE ENT PERMITS ❑ BLANKET CONSTRUCTION ❑ STATE DIAL. A DIG ❑ COUNTY ❑ FLAGGING CITY EDMONDS ❑ BRUSHING ❑ NONE SPECIAL CIRCUITS CAUTION POWER MUG MAE CUTS REDUIRED ❑ YES ❑ NO OTHER MUG MAE � W TELCO MUG MAE JOINT POLE o � ❑ PUD JOINT TRENCH ❑ PSP&L ❑ PUD ❑ CATV ❑ PSP&L G- GTE ❑ CATV NONE ❑ GTE FEES REFS POINT OF CONTACT ❑ GOP ❑ LEC f SPECAONST. JOHN GARBE 425.745.8613 NONE T. 27N R. 3E SEC. 24C ENGINEER RICH EDWARDS PHONE N0. 425.290.8755 TECH. BOB VIEN PHONE NO. 425.356.4094 FIELDED BY MATERIAL MATERIAL ENGR CONST CODE DESCRIPTION EST ACT 280425 AKF25-24 200' ICERTIFY THAT THE WORK I COMPLETED ON THIS WORK ORDER AND AS -BUILT IS IN COMPLIANCE WITH VERIZON DUALITY STANDARS AS IDENTIFIED ON THE IPOIP CHECKLIST. (SIGNATURE AND DATE) VERIZON EXCHANGE COUNTY HALLS LAKE SNOHOMISH TITLE: GARDEN COTTAGES . N 6 UNITS AT 614 BELL ST.£ m o i � W o � o � mCD X, — X APPROVED BY DATE c O 3 m T. 27N R. 3E SEC. 24C NO.:SHE OF 2 POWER TRANSFORMER '•I `y #6 GROUND WIRE FROM VAULT OR 8' GROUND ROD Imam TELEPHONE PEDESTAL PLACED BY VERIZON OVER DEVELOPER PLACED PVC POWER MER Q P3 239 *.�4 CAP DUCTS AND WRAP PVC TOGETHER WITH DUCT TAPE 101111 i 18" / 36.• '"DELL sir. 1-2" PVC 150' BY BUILDER I LAST ONE TO PLACE PVC �i IS TO MAKE CONNECTION X-INGS BY VERIZON DA I -2"PVC 45' BSW BURIED WIRE CLOSURE BY VERIZON PEDESTAL BY VERIZON 614 EXCHANGE AWAY FROM ONCOMING TRAFFIC HALLS LAKE BELL ST TITLE: GARDEN COTTAGES 18"ABOVE FINISHED GRADE X-INGS BY VERIZON DA I -2"PVC 45' BSW BURIED WIRE CLOSURE BY VERIZON PEDESTAL BY VERIZON EXISTING POLE e`er 1-2" PVC 150' I BY BUILDER 1-2" PVC PUSH r 45' BY VERIZON TYPICAL SECTION LOOKING EAST BUILDER CONTACT: JOHN GARBE 425.745.8613 VERIZON CONTACT. RICH EDWARDS 425.290.8755 VERIZON PLACE RISER ON SIDE OF POLE EXCHANGE AWAY FROM ONCOMING TRAFFIC HALLS LAKE SNOHOMISH TITLE: GARDEN COTTAGES 18"ABOVE FINISHED GRADE 6 UNITS AT 614 BELL X ��i\��i � g o, I i I I 36„ I I I LJ I EXISTING POLE e`er 1-2" PVC 150' I BY BUILDER 1-2" PVC PUSH r 45' BY VERIZON TYPICAL SECTION LOOKING EAST BUILDER CONTACT: JOHN GARBE 425.745.8613 VERIZON CONTACT. RICH EDWARDS 425.290.8755 VERIZON EXCHANGE COUNTY HALLS LAKE SNOHOMISH TITLE: GARDEN COTTAGES iv 6 UNITS AT 614 BELL ST.CD g o, xw o � oCD m � APPROVED BY DATE c X 3 Co m T. 27N R. 3E SEC. 24C SHEET NO.: 2 OF 2 BEFORE COUNT WKR VAC AFTER IDEF WKR VAC DEF CONSTRUCTION START DATE 05/01/02 IN SERVICE DATE 09/01/02 2R3a1501-1525 0 25 0 6 21 0 PLANT EXTENSIONI/ DOR ENT PERMITS ❑ BLANKET CONSTRUCTION ❑ STATE DIAL. A DIG ❑ COUNTY ❑ FLAGGING CITY EDMONDS ❑ BRUSHING ❑ NONE SPECIAL CIRCUITS CAUTION POWER MUG MAE CUTS REOUIRED ❑ YES ❑ NO P3 1 239 VERIZON TO PLACE IN JOINT TRENCH 1-2' PVC 34' VERIZON TO CUT THE LAST O' Ur DELL ST. AI IU TRENCH 40 EAST TO EXISTING POLE (WKR = WKR + DED) InIN -1 SLA JDr,LL S To P2 239 2R3o1501-1525+1751-1769+ 3XD+1773-1774+1XD AN ^V AV AE50-24 #60384 .. 2R3:1501-1525 AKF25-24 0071/I A D LD c #69144 (PP) 9� IPREPOSTED WORK ORDER EXISTING POLE c.,\v P � 1-2" PVC 150' 3 BY BUILDER 1-2" PVC PUSH 45' BY VERIZON BELL STREET TYPICAL SECTION LOOKING EAST NOTES- 1./BUILDER OTES-1./BUILDER TO PROVIDE 1-2" PVC FROM BUILD. OUT TO THE ROW SEE SHEET 2 2./ REMOVE AERIAL TRESPASS BY REPLACING THE EXISTING DROP TO 622 BELL ST. SOME MINOR TREE TRIM REOD. WORK LOCATION MAP 454 G-5 ICERTIFY THAT THE WORK I COMPLETED ON THIS WORK ORDER AND AS -BUILT IS IN COMPLIANCE WITH VERIZON DUALITY STANDARS AS IDENTIFIED ON THE IPOIP CHECKLIST. (SIGNATURE AND DATE) VERIZON PRIORITY 2LA ECAS CONSTRUCTION START DATE 05/01/02 IN SERVICE DATE 09/01/02 ALL WORK 10/01/02 COMPLETE DATE DRIVERS FOR WORK ORDER PLANT EXTENSIONI/ DOR ENT PERMITS ❑ BLANKET CONSTRUCTION ❑ STATE DIAL. A DIG ❑ COUNTY ❑ FLAGGING CITY EDMONDS ❑ BRUSHING ❑ NONE SPECIAL CIRCUITS CAUTION POWER MUG MAE CUTS REOUIRED ❑ YES ❑ NO OTHER MUG MAE A TELCO MUG MAE NO. of 2 JOINT POLE ❑ PUD JOINT TRENCH ❑ PSP&L ❑ PUD ❑ CATV ❑ PSP&L ❑ GTE ❑ CATV NONE ❑ GTE FEES RED'S POINT OF CONTACT ❑ GOP ❑ LEC ❑ SPEC. CONST. JOHN GARBE 425.745.8613 NONE ENGINEER RICH EDWARDS PHONE No. 425.290.8755 TECH. BOB VIEN PHONE N0. 425.356.4094 FIELDED BY MATERIAL MATERIAL ENGR CONST CODE DESCRIPTION EST ACT 280425 AKF25-24 200' ICERTIFY THAT THE WORK I COMPLETED ON THIS WORK ORDER AND AS -BUILT IS IN COMPLIANCE WITH VERIZON DUALITY STANDARS AS IDENTIFIED ON THE IPOIP CHECKLIST. (SIGNATURE AND DATE) VERIZON EXCHANGE COUNTY HALLS LAKE SNOHOMISH TITLE: GARDEN COTTAGES N 6 UNITS AT 614 BELL ST. cD o, O o APPROVED BY q c O 3 A T.27NR. 3E SEC. 24C NO. of 2 A PORTION OF THE NE 1/4 OF THE SW 1/4 OF SEC. 24, TWN. 27 N., R. 3 E., W.M. SITE ADDRESS: 614 BELL ST. EDMONDS, WA 98020 EXISTING USE: SINGLE FAMILY RESIDENCE PROPOSED USE: SIX TOWNHOME UNITS MAX. BLDG. HEIGHT: 30' (CURRENT ZONING) PROP. BLDG. HEIGHT: 29.25' (SEE HEIGHT CALCS, SHEET A-0) SEWER PURVEYOR: EDMONDS WATER DISTRICT WATER PURVEYOR: EDMONDS WATER DISTRICT ELECTRICAL SERVICE: SNOHOMISH CO. PUD NO. 1 TELEPHONE SERVICE: GTE NATURAL GAS: PUGET SOUND ENERGY REFUSE SERVICE: WASTE MANAGEMENT NW SITE AREA: 9892 SF (0.227 ACRE) BUILDING AREA: 6 UNITS AT 589 SF a 3534 SF DECK AREA: 500 SF PAVED AREA: 3765 SF COVERAGE. BUILDING. 36% TOTAL IMPERVIOUS: 79% LANDSCAPING: AS REWD BY LANDSCAPING PLAN ENGINEER RESPONSIBLE FOR EROSION CONTROL RONALD K. RIACH, P.E. WORK PH. (425) 697-5108 WORK FAX (425) 697-4506 CELL PH. (425) 308-5049 EMAIL: HELPOJRRENGR.COM GENERAL NOTES: THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION, AND SHALL CALL THE I UTILITIES UNDERGROUND LOCATION CENTER AT (1-800_424-,5555;- TWO 1-800-424 5555;'TWO WORKING DAYS BEFORE BEGINNING EXCAVATION. ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THE PLANS. THOSE UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL USE DUE CARE AND CAUTION DURING EXCAVATION FOR NEW' UTILITIES AND ALL COSTS OF IDENTIFYING, MAINTAINING, PROTECTING, STABILIZING AND/OR REPAIRING SAID UTILITIES SHALL BE INCLUDED IN THE PROJECT BID AMOUNT. CONTRACTOR SHALL RECORD THE LOCATION OF ALL EXISTING UTILITIES ENCOUNTERED AND IMPROVEMENTS INSTALLED DURING CONSTRUCTION ON THE RECORD DRAWINGS. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID EROSION/SEDIMENTATION DURING CONSTRUCTION. MATERIAL TO BE REMOVED FROM THE SITE SHALL BE DISPOSED OF BY THE CONTRACTOR IN A MANNER CONSISTENT WITH STATE - AND LOCAL REGULATIONS. UNLESS OTHERWISE AGREED, NO SEPARATE PAYMENT WILL BE ALLOWED FOR REMOVAL OR DISPOSAL OF MATERIAL. ALL WORK ASSOCIATED WITH THIS. TASK SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. THIS PLAN SHEET IS NOT INTENDED TO SHOW ALL ITEMS TOi BE CONSTRUCTED. THE CONTRACTOR IS DIRECTED TO REVIEW ALL ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, AND I THE FOLLOWING CIVIL SHEETS FOR ADDITIONAL CONSTRUCTION ITEMS. WE i CB #1 i D D D D' D D D D D D D D - D CP NOTE: REPLACE i CHRB AND GUTTER i BELL STREET DRIVEWAY ' � o AS DETERMINED BY � DRIVEWAY STA 0+00 1 STA 1+43.33 THE CITY INSPECTOR. o EX. ASPHALT 659.95 MEAS. G S 89.57'09" E 6 y 3 /1 +43.33 PAINT CURBING AT- �� �� \ " SIDES OF EXIT: \ MATCH EXISTING N'r? STANDARD DRIVEWAY ENTRANCE 2 0 WATER SERVICE W/ - _ 10' WEST SIDE o I v AQ'y�, ELEVATION 1 PER STANDARD [DETAIL E2.26, WATER METERS INSTALLED BY � 5' EAST SIDE �l PAINT CU`4BING AT v� EDMONDS PUBLIC WORKS - SIDES OF ENTRANCE: � TYP. 2' PLACES , I 96 � �+ Q� � 5 CONC. WALK ,aD CdMpUAtsT 3'x3' ADA COMPLIANT � Q I 5 WEST SIDE W/ ARCH. FINISH. TREE GRATE PER MATCFI�EXISTING = 10 EAST SIDE TYP. 4 PLACES.Ta ELEVATION o W _ ` o ILBOX LANDSCAPING PLAN ro I - _RELOCATE METER - T01 4" BEHIND NEWEWALK AS LANDSCAPE METER W Gi•rY iNSPECro� rra F�E(.D !" C a -o- Lj° •A a INSTA DO NOT 7a . ON 'RETE a �. U.I- \ e . . E N . SC . PING ST IP a " SLD AL ° ' • a° 4 NTER SIGN / y UNDERGROUND POWER TO : ° ,• °' 4 ° NCE. h ROVIDED FROM EXISTING POL ..a 12 . 2 EX:' .CQNC .ETE SIDEWALK W 'ENTKY'• G .T9S'.°• . : MOUNTED TRANSFORM ° I 3' OFFSET TACK IN - LEAD PLUG W/SHINNER LS 29539 TYP. r 0� STAIRS AND 3' ROCKERY W/ ARCH. FINISH (TYP.) -� EX. CONCRETE STRUCTURE - 10' SIDE SETBACK (TYP.) rn 0 SCALE: 1 "= 10' 00 d- 04 /'//i' SAM i���w�i��ria�.i��af�r`wr•��aafmAr•�w�rs���sa • L 'Ali w .�\�#: .\\ti\\\ � yew -• ���ii�A��i I��� � - k 1 -3 �,���•.•• . fir(.,'N"M'4 _ • + . / �' _ _ "� ' Rh � - � ■ �� �+�I� �• u , 1./i�"` �lUi 1 • *. • .. f .. • .. a• • • WALL • .-GARAGE UI NIT #608 UNIT #646- (TYP.) •.• FF EL. 96.0 •� SRACKEM °- - W Alae+ '� , : C LAADIM ROL < ! Sr AMA } . BEAt�'1 �o�� • 6LE �J < I •,� Q ALEY a g / ° �F CB #8-113C \ M M0 - SPRAGU N ancxF�rs~gam pd I• �. z armin6! som ~° Y Po sr � ' ✓10117 N LS 29539 TYP. e Jill VC s xcsr�ar ELL T ST SANITARY SEWER. MANHOLE FIDE AN rw sa° 8 srgrror -x� - SITcc DAYTON E ST Z 'a 400 MAPLE �'� CM `� ST j r`----98 rn eoo a '.� "' \ IE 8" 88.66 ALDE `� I Sr wo v) - - - - - # 614 \ .... P' 3M I MOLLY DR � CEDAR I HOWELL WY V) as a• jQ� .i. S. ( Y V, y' 3 �' � f � 7 ;,fit r t` � 4M�'� nR ::► I HEMLOCK d ¢ �fMOCK Y!,W Q 9ST3 - - S - - - S ilY � \ VICINITY MAP SCALE: 1" - 2400' LEGEND • ,6, ARKING� i.. � • ' s I w I �, I� • • It� r r I O � •BUILDING •'.. sem• , • ��t1 •TELEPHONE CMP, S=0.5% TIE UNDERGROUND POWER AND TELEPHONE LINE P OVERHEAD POWER LINE � i 1 nn �� 1 • •S SANITARY SEWER LINE EX CONC D STORM DRAIN LINE WATER LINE/ �.►. �'e,x mss- • , +r��tx � 1.� .. � ( I oa o °- I- --7P -, - -- - - 1 . - T- FOUND 1/2" IRON PIPE W/ CAP \ 3,:, OFFSET MAG -S. S -STORM .STORMDRAIN PIPE I M0 / SANITARY SEWER MANHOLE 0 CB #8-113C \ NAIL W/ WASHER FIRE HYDRANT pd I• �. z -a• I ✓10117 RIM 98.13 LS 29539 TYP. CATCH BASIN TYPE. II \ EX. SSMH #72 GATE VALVE SANITARY SEWER. MANHOLE o IE 12" 96.08 E,W- Y-4!MAX. HT. N RIM 96.96 1 ' I Z I VX9' DECK EX. HOUSE \ IE 6" 96.58 r`----98 \ IE 8" 88.66 m - - - v) - - - - - # 614 \ z P' I � \ D ROCKERY as I ii .i. S. ( Y V, y' 3 �' � f � 7 ;,fit r t` I -X - - S - - - S � \ W I i I 4 r' I CO M z I EXISTING TO FORM NEAT B UTT ,4 µ .L. x 'Y I 1 +Y �7J fd S F1N N.' Z'5 _?QCI I w JOINT. SEAL W/AR 4 0 �•ri'' 7Y IN) ;. . Y�t1. EX. SHED #•. f z R,. •I } ,. 1 1 r F s x ti rt x a: to I 19' ° I 19 , �I-y1�- I'I W 96 • cn I I I ! EX. EDGE 0 l a HOUSE # 622 I UNIT #610 I UNIT #614 I UNIT #618 1 a FF EL. X97 �0 I f FF EL. 97.0 I FF EL. 97.5 Iw MAX. HT. STAIRS` AND -3 - w ". I EX. CARPORTI N ROCKERY C h 0 I ®I Ev RAISED ENTRY 04II / ~ TYP. Tlip-oU61Aour o� M 3' PICKET FENCE (TYP.) s 0 CONSTRUCTION SEQUENCE NOTE LEGAL DESCRIPTION 1.Schedule and attend Pre -construction meeting w/the City of Edmonds. LOTS 4, 5, AND 6, BLOCK 98 PLAT OF CITY OF Cali (425) 771-0220, ext. 1326. i CALL DIAL -A -DIG ONE CALL AT EDMONDS, AS PER PLAT RECORDED IN VOLUME2 OF I 1-800-424-5555 TWO WORKING PLATS ON PAGES 38 AND 39, RECORDS OF 2.Provide construction staking for limits of clearing, set DAYS PRIOR TO ANY EXCAVATION. SNOHOMISH COUNTY SITUATE IN THE COUTY OF FINISH (TYP-) "ICAL.'m : e� ' - • -. 1 • - , , �( ST WHEEL• CONCRETE WALL - ������ �� 'moi ���1� i � GARAGE • �1. _rte ,MGM • a°_ , e, ... w _saX :. C d�1 GR E ° . I --�-' I -L a ° �0: LF 1' „41 -C -M , �' �/EW Y.° / ¢ 1 �Ny�Ui d f R' 5' . a 4 .'�d o;8' .5'. . 1 ,1 ARK G" 6$:aCO�JCR TE > '�• o0 4 C- - . - - _' °. ° °DRIVE a : ° .�. \�0 z + STA 0+0) 0 SHEET INDEX EX. SSMH 71 98° "A �a� 4 ° .'. (4) RiER a z o CB #8 -?'14C RIM 1103.57 a' ° e.. a'_° ._ d°'° 9�, 2•-' °--• ^gag a °. e: W REPLACE: i"°It�E TO IE 8 95.07 C-1 GENERAL SITE PLAN X e X I 5 m SOUTH F ER PLAN - C 2 TEMPORARY EROSION/SEDIMENTATION CONTROL & DEMOLITION PLAN C-3 GRADING AND DRAINAGE PLAN - SITE PROFILES - C 4 AND X SECTION C-5 SEWER AND WATER0 IMPR VEMENTS C-6 MISCELLANEOUS EO DETAILS C-7 SPECIFICATIONS L-1 LANDSCAPE PLAN CONCRETE SIDEWALK - X FENCE LINE CENTERLINE DITCH - -- - - CONTOURS 0 FOUND BRASS PLUG N FOUND 1/2" IRON PIPE W/ CAP \ 3,:, OFFSET MAG -S. S -STORM .STORMDRAIN PIPE I 0 M0 / SANITARY SEWER MANHOLE 0 CB #8-113C \ NAIL W/ WASHER FIRE HYDRANT pd GATE VALVE IEB z -a• POWER POLE ✓10117 RIM 98.13 LS 29539 TYP. CATCH BASIN TYPE. II \ EX. SSMH #72 GATE VALVE SANITARY SEWER. MANHOLE FIRE HYDRANT IE 12" 96.08 E,W- _ RIM 96.96 \ IE 6" 96.58 r`----98 \ IE 8" 88.66 m - - - - - - - - - / - - - \ z I � \ D D - p 11 EX 1 2� 1 p p .i. S. ( Y V, y' 3 �' � f � 7 ;,fit r t` -X - - S - - - S � \ W � �SA i I EX. 8 4GRADE. Mf�TC � H V�ICUT =i , t, rtr, ,ice w u, >u P Jt: F•c 4 CO M z I EXISTING TO FORM NEAT B UTT ,4 µ .L. x 'Y I 1 +Y �7J fd S F1N N.' Z'5 _?QCI JOINT. SEAL W/AR 4 0 �•ri'' 7Y IN) ;. . Y�t1. #•. f z R,. •I } ,. 1 1 r F s x ti rt x �.Y V t , �I-y1�- I'I W STA 1 +-41:50, 7TAPER TO -F -PAVEMENT r ! EX. EDGE 0 0 CONSTRUCTION SEQUENCE NOTE LEGAL DESCRIPTION 1.Schedule and attend Pre -construction meeting w/the City of Edmonds. LOTS 4, 5, AND 6, BLOCK 98 PLAT OF CITY OF Cali (425) 771-0220, ext. 1326. i CALL DIAL -A -DIG ONE CALL AT EDMONDS, AS PER PLAT RECORDED IN VOLUME2 OF I 1-800-424-5555 TWO WORKING PLATS ON PAGES 38 AND 39, RECORDS OF 2.Provide construction staking for limits of clearing, set DAYS PRIOR TO ANY EXCAVATION. SNOHOMISH COUNTY SITUATE IN THE COUTY OF FINISH (TYP-) "ICAL.'m : e� ' - • -. 1 • - , , �( ST WHEEL• CONCRETE WALL - ������ �� 'moi ���1� i � GARAGE • �1. _rte ,MGM • a°_ , e, ... w _saX :. C d�1 GR E ° . I --�-' I -L a ° �0: LF 1' „41 -C -M , �' �/EW Y.° / ¢ 1 �Ny�Ui d f R' 5' . a 4 .'�d o;8' .5'. . 1 ,1 ARK G" 6$:aCO�JCR TE > '�• o0 4 C- - . - - _' °. ° °DRIVE a : ° .�. \�0 z + STA 0+0) 0 SHEET INDEX EX. SSMH 71 98° "A �a� 4 ° .'. (4) RiER a z o CB #8 -?'14C RIM 1103.57 a' ° e.. a'_° ._ d°'° 9�, 2•-' °--• ^gag a °. e: W REPLACE: i"°It�E TO IE 8 95.07 C-1 GENERAL SITE PLAN X e X I 5 m SOUTH F ER PLAN - C 2 TEMPORARY EROSION/SEDIMENTATION CONTROL & DEMOLITION PLAN C-3 GRADING AND DRAINAGE PLAN - SITE PROFILES - C 4 AND X SECTION C-5 SEWER AND WATER0 IMPR VEMENTS C-6 MISCELLANEOUS EO DETAILS C-7 SPECIFICATIONS L-1 LANDSCAPE PLAN PROPOSED BUILDING OR STRUCTURE Q CONCRETE SIDEWALK - X FENCE LINE CENTERLINE DITCH - -- - - CONTOURS 0 FOUND BRASS PLUG • FOUND 1/2" IRON PIPE W/ CAP O FOUND CONCRETE MONUMENT -S. S -STORM .STORMDRAIN PIPE I 0 CATCH BASIN. 0 SANITARY SEWER MANHOLE 0 STORM DRAIN MANHOLE �1 FIRE HYDRANT pd GATE VALVE IEB WATER METER -a• POWER POLE ✓10117 SPOT ELEVATION PROPOSED BUILDING OR STRUCTURE Q CONCRETE SIDEWALK --i ASPHALT ROAD OR PARKING4 CONTOURS SILT FENCE --- SANITARY SEWER PIPE -S. S -STORM .STORMDRAIN PIPE D --- WATER PIPE W - UNDERGROUND ELEC. E OVERHEAD ELEC. - - E - - FILTER FABRIC FENCE F ELECTRIC METER LUMINAIRE SIGN 0 CATCH BASIN TYPE I In CATCH BASIN TYPE. II GATE VALVE SANITARY SEWER. MANHOLE FIRE HYDRANT WATER M ETER Oil SANITARY SEWER CLEANOUT • SPOT ELEVATION line and grade of utilities and miscellaneous structures as shown on these plans. 3.Install temporary erosion and sedimentation control (TESC) measures as shown on these plans. 4.Sawcut and remove pavement from areas to receive landscaping, building, or other improvements. 5.Ciear, grub and haul material from the site and dispose of as required. 6.Rough grade for proposed access and building construction, drainage improvements, and utility alignments. 7.Construct improvements as shown on the approved plans (drainage, utilities, paving, etc.). 8.Perform final grading, cleanup and application of ground cover. 9.Remove TESC measures. SNOHOMISH, STATE OF WASHINGTON. SUBJECT TO AND TOGETHER WITH ALL EASEMENTS, RESTRICTIONS, RESERVATIONS, AND RIGHTS OF RECORD IF ANY. CRITICAL AREAS NOTE JRR ENG THERE ARE NO WETLANDS OR OTHER CRITICAL AREAS AS DEFINED BY CITY OF EDMONDS REGULATIONS INVOLVED WITH THIS PROPOSAL. GRADING LIMITS/SITE DISTURBANCE TO INCLUDE ENTIRE SITE, APPROXIMATELY 100 FEET OF FRONTAGE IMPROVEMENTS ON BELL ST. AND APPROXIMATELY 210 FEET OF ALLEY IMPROVEMENTS AS SCALE: AS Sf SHOWN ON PLANS. 5 18 DATE: LESS THAN 5000 BOARD -FEET OF MERCHANTABLE DRAWN: DJP TIMBER WILL BE REMOVED FROM THIS SITE. •�- - - - - - 47n}`«+N)0.Y*r_ ir } } rv. ;5 1. - � r.; f F i c � iA S S 1 121/ IDe, 1, S w.ldl eHnw•�rr.M1l:.�:M.+• -:' 'iYi'.�i:r..u.rr., ,., •,s ,,, „r ., .lh, ,�,fr..x kx ,f r. ..f: _. ..k .,r��bic��Y r. 5 1. s h i a + A 7 n _•, 3 e .. s z •"I } af I �•5 ) �i' S 1 S 1' y 'S 'R3 ham'. I K S. Y - H" f t 1 ( R s S f A ST �� t. tj•e .x F , t•+.• y it ,✓1�1. ,. h, 1 Y MATCH EX. SAWC T 'S'• - .4 -f �' h 'h.. f' 4 �--Y V .r K t:. •t .u,t .•.� �`t J .t . • r'A 1, .-•k EXI G .. RM NEAT' BUTT JI .Fi I .- .. I { .K. 1 1 1 ( --d0 4000 W1NT. SEAL•�!R ,.,..,..u,.. _._, .'., :•. ::.. •.., _.., _.>.-._;� ,,.,-._.:.n rr r.:<., 2.:."Sa-._,.. �, ..U..._. .:rG ;3:; � It, -.r.4. ft s_.i•.. =:=,:t 1'�-i;t; �,�ar' _....--- - - l - • �\\ - - - AAGENERAL TE PLAN SCALE: 1 "=10' TOTAL SITE "I N - P LAS a_" GRADING QUANTITIES -4 6i�Cvl "W9 til t� ESTIMATED CUT: 230± CY 16 9di 11H4 ESTIMATED FILL: 410± CY NET: 3#t R a 2 R` EXCESS MATERIAL TO BE TRANPORTED Ikt7 66 G OFF-SITE TO A COMMERCIAL MATERIALS YARD OR OTHER APPROVED FILL LOCATION. 6 l .,- (0 1 N C. �. v �(�6 2 x(11 (�&11 r CITY 0f EDMONDS Tr IAPPROVED FOR CONSTRUCTION y1vu-2- CITY ENGINEER DATE ' I✓D (�c3 i • 11 0 A PORTION I OF SEC. 24, TWN. 27 N., R. 3 E., W.M. i i i i D ' D D D ch DRIVEWAY STA 0+00 i o 8"0 EXISTIN UNDERGROUND POWER TO PROVIDED FROM EXISTING PO MOUNTED TRANSFORMEi SCALE: 1 "= 10' I c 0 S _s_ i i i D D D ' D s i ;BELL STREET DRIVEWAY 659.95' MEAS. STA 1+43.33 S 89°57'09" E '- 1+43.33 Ano SCALE: 1"=10' I I 1 - (FOR FUTURE DEVELOPMENT) PLACE 2X4 AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO INSURE 3 FEET EXTENDS ABOVE GRADE. PAINT TOP 18 INCHES WHITE. IN 3 INCH HIGH LETTERS STENCIL THE NUMBER OF EVEN FEET FROM GROUND ELEVATION TO THE SEWER STUB INVERT. 8 GAUGE WIRE TO BE DOUBLE WRAPPED AROUND PIPE AND 2X4 LAMPHOLE COVER TO BE PLACED AT FINISHED GRADE (SEE STD SEWER CLEANOUT DETAIL) W Z GROUND/ROADWAY -7- ------------------ 6 ----- 0 0 z I GROUND/ROADWAY uu Q @ Q, 6" WYE AND 45* BEND 0I 12 `o I ii 11 ;i 6" LATERAL SEWER LINE 6" TEE e -� <1 1e a ,� �, SLOPE 2% MIN. TO o 13 509 MAX POSSIBLE \ � I M ., !6l Q j' SEWER �� i LOCATION AIN 96 S _s_ i i i D D D ' D s i ;BELL STREET DRIVEWAY 659.95' MEAS. STA 1+43.33 S 89°57'09" E '- 1+43.33 Ano SCALE: 1"=10' I I 1 - (FOR FUTURE DEVELOPMENT) PLACE 2X4 AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO INSURE 3 FEET EXTENDS ABOVE GRADE. PAINT TOP 18 INCHES WHITE. IN 3 INCH HIGH LETTERS STENCIL THE NUMBER OF EVEN FEET FROM GROUND ELEVATION TO THE SEWER STUB INVERT. 8 GAUGE WIRE TO BE DOUBLE WRAPPED AROUND PIPE AND 2X4 LAMPHOLE COVER TO BE PLACED AT FINISHED GRADE (SEE STD SEWER CLEANOUT DETAIL) 4" BEHIND NEW 4PE METER (4) NOTES SERVICE TAP TO MAIN SHALL. BE ANGLED AND NOT EXCEED 22 DEGREES �2 16 1) 2' (IP THREAD) DOUBLE STRAP SADDLE EQUAL TO ROMAC O STYLE 202 IS REQUIRED REGARDLESS OF PIPE MATERIAL THIN 1 2) 2l BRASS CORP. CC X MIPT. STEEL 3) 2— 2' BRASS STREET ELLS FOR SWING JOINT C.I. OR D.I.P. 4) IPS POLY HI—MOL PIPE (160 PSI) DRISSCO PIPE. CONNECTION TO MAIN SHALL BE 1-1/2' CORPS AND SADDLE WITH FORD FEMALE IRON PIPE SIZE PACK JOINT FITTING. 5) 12 GAUGE SOLID CORE WIRE (TRACE WIRE). STRIP PLASTIC AND WRAP AROUND BRASS AT BOTH ENDS. 6) 2' STAINLESS STEEL STIFFNER AND 2' MIPT X IPS PAC JOINT 7) BALL VALVE (IRON PIPE SIZE) CURB STOP. 8) BACK SIDE OF METER BOX SHALL BE SET AT THE PROPERTY LINE. NOTEi(METER BOXES SHALL NOT BE PLACED IN DRIVEWAY AREAS). 9) 2' BRASS 90* BEND 10) WATER METER— TO BE SUPPLIED BY THE CITY 11) 2' METER SETTER WITH HIGH BYPASS EQUAL TO FORD DRAWING #A-95147-01. VERT. IN, VERT, OUT. FLANGED BALL VALVE WITH LOCK WINGS. 12) STACK 2 METER BOXESsIN NON TRAFFIC AREAS BOX SHALL BE FOG TITS #2 OR EQUAL WITH CONCRETE COVER AND HINGED LID. IN TRAFFIC AREAS, BOX SHALL BE FOG TITE #2 WITH CONCRETE LID AND HINGED INSPECTION LID. PLACE BACK OF BOX AT PROPERTY LINE. 13) BRASS NIPPLE 14) 2' THREADED BRASS NIPPLE (12' LONG) 15) SCHEDULE 40 2' PVC CAP, REMOVED WHEN CONNECTION MADE TO CUSTOMER LINE. ITEC ALL FITTINGS SHALL BE ;BRASS 16) 4' X 4' X 8' CONCRETE BLOCK SUPPORTS. t�i 17) 2' RESILIENT WEDGE GATE VALVE (F.I.P. X F.I.P.). ULFM APPROVED, IF USl6 l-1/2' METER, ALL PARTS SHALL 111/2' EXCEPT THE P' WEDGE ENCAPSULATED BONDED EPDXY COATED BODY AND BONNET, WEDGE FULLY GATE VALVE WITH BRASS BUSHINGS ENCAPSULATED WITH RUBBER AND WITH 2' AWWA OPERATING NUT, EQUAL TO CLOW F-6103. 18) 2 -PIECE VALVE BOX. TOP SECTION TO BE RICH 940 STYLE 18' WITH REGULAR BASE SECTION. LENGTH TO FIT. I: •I ':..' lam` :� I • `�. S .' REVISIONS STANDARD D ETAI L nr tu►� 1-1/2 2" WATER SERVICE INSTALLATION DATE SMEDwc "0- E7.6.1 189n_ 1 Q90 7/24/0[ NTS EX. SSMH #71 RIM 103.57 IE 8" 95.07 12"0 S S —� D S 30 LF 0,SS=2.1 S J'Vov� \ l y RUBBER JOINT BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG NOTE: 1. WHEN TAPPING INTO EXISTING MAIN POSSIBLE AN INSERTA-TEE SHALL BE USED. 22.5* OR LOCATION SEWER MAIN PLACEMENT OF TEE SHALL DEPEND 45* BEND ON DEPTH OF SEWER MAIN. AS A / } MINIMUM, THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE. 2. IF CONNECTING SIDE SEWER TO EXIST CONCRETE LATERAL,. A CONCRETE/PVC ADAPTER SHALL BE USED AND SECURED PER MFGR'S INSTRUCTIONS. EDMONDS STANDARD DETAIL TYPICAL SIDE SEWER NOT TO SCALE w Z RESIDENCE I w CL 10 CLEANOUT WITH 45* a BEND AND CAP NOT TO EXCEED 100' BETWEEN CLEAN OUTS CLEANOUT (WYE WITH CAP AND LAMPHOLE COVER) 12"+1- 1 — LAMPHOL jL— WATER nGFir CAP RISER 12" PV( SLEEVE 6" RI 4" OR 6" SIDE SEWER —' GENERAL CLEANOUT DETAIL 12'+1— ASPHALT SURFACE 0 1%8 BEND 6" CITY STUB 4" OR 6" SIDE SEWER CLEAN OUT DETAIL AT PROPERTY LINE LAMPHOLE COVER (OLYMPIC FOUNDRY CO) 6" RISER MODEL 5931 OR EQUAL 12" PVC SLEEVE °Doo° PVC CAP NOTE: SIDE SEWER JOINTS SHALL BE TYPICAL CL NOUT UNDER ASPHALT GASKETED OR CONCRETE EDMONDS STANDARD DETAIL SEWER CLEANOUT DETAILS NOT TO SCALE CITY of EDMONDS APPROVED FOR CONSTRUCTION CITY ENGINEER DATE W Z GROUND/ROADWAY -7- ------------------ 6 ----- 0 0 z I GROUND/ROADWAY uu Q @ Q, 6" WYE AND 45* BEND 0I 12 `o I ii 11 ;i 6" LATERAL SEWER LINE 6" TEE e -� <1 1e a ,� �, SLOPE 2% MIN. TO o 13 509 MAX POSSIBLE \ � I M ., !6l Q j' SEWER �� i LOCATION AIN 4" BEHIND NEW 4PE METER (4) NOTES SERVICE TAP TO MAIN SHALL. BE ANGLED AND NOT EXCEED 22 DEGREES �2 16 1) 2' (IP THREAD) DOUBLE STRAP SADDLE EQUAL TO ROMAC O STYLE 202 IS REQUIRED REGARDLESS OF PIPE MATERIAL THIN 1 2) 2l BRASS CORP. CC X MIPT. STEEL 3) 2— 2' BRASS STREET ELLS FOR SWING JOINT C.I. OR D.I.P. 4) IPS POLY HI—MOL PIPE (160 PSI) DRISSCO PIPE. CONNECTION TO MAIN SHALL BE 1-1/2' CORPS AND SADDLE WITH FORD FEMALE IRON PIPE SIZE PACK JOINT FITTING. 5) 12 GAUGE SOLID CORE WIRE (TRACE WIRE). STRIP PLASTIC AND WRAP AROUND BRASS AT BOTH ENDS. 6) 2' STAINLESS STEEL STIFFNER AND 2' MIPT X IPS PAC JOINT 7) BALL VALVE (IRON PIPE SIZE) CURB STOP. 8) BACK SIDE OF METER BOX SHALL BE SET AT THE PROPERTY LINE. NOTEi(METER BOXES SHALL NOT BE PLACED IN DRIVEWAY AREAS). 9) 2' BRASS 90* BEND 10) WATER METER— TO BE SUPPLIED BY THE CITY 11) 2' METER SETTER WITH HIGH BYPASS EQUAL TO FORD DRAWING #A-95147-01. VERT. IN, VERT, OUT. FLANGED BALL VALVE WITH LOCK WINGS. 12) STACK 2 METER BOXESsIN NON TRAFFIC AREAS BOX SHALL BE FOG TITS #2 OR EQUAL WITH CONCRETE COVER AND HINGED LID. IN TRAFFIC AREAS, BOX SHALL BE FOG TITE #2 WITH CONCRETE LID AND HINGED INSPECTION LID. PLACE BACK OF BOX AT PROPERTY LINE. 13) BRASS NIPPLE 14) 2' THREADED BRASS NIPPLE (12' LONG) 15) SCHEDULE 40 2' PVC CAP, REMOVED WHEN CONNECTION MADE TO CUSTOMER LINE. ITEC ALL FITTINGS SHALL BE ;BRASS 16) 4' X 4' X 8' CONCRETE BLOCK SUPPORTS. t�i 17) 2' RESILIENT WEDGE GATE VALVE (F.I.P. X F.I.P.). ULFM APPROVED, IF USl6 l-1/2' METER, ALL PARTS SHALL 111/2' EXCEPT THE P' WEDGE ENCAPSULATED BONDED EPDXY COATED BODY AND BONNET, WEDGE FULLY GATE VALVE WITH BRASS BUSHINGS ENCAPSULATED WITH RUBBER AND WITH 2' AWWA OPERATING NUT, EQUAL TO CLOW F-6103. 18) 2 -PIECE VALVE BOX. TOP SECTION TO BE RICH 940 STYLE 18' WITH REGULAR BASE SECTION. LENGTH TO FIT. I: •I ':..' lam` :� I • `�. S .' REVISIONS STANDARD D ETAI L nr tu►� 1-1/2 2" WATER SERVICE INSTALLATION DATE SMEDwc "0- E7.6.1 189n_ 1 Q90 7/24/0[ NTS EX. SSMH #71 RIM 103.57 IE 8" 95.07 12"0 S S —� D S 30 LF 0,SS=2.1 S J'Vov� \ l y RUBBER JOINT BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG NOTE: 1. WHEN TAPPING INTO EXISTING MAIN POSSIBLE AN INSERTA-TEE SHALL BE USED. 22.5* OR LOCATION SEWER MAIN PLACEMENT OF TEE SHALL DEPEND 45* BEND ON DEPTH OF SEWER MAIN. AS A / } MINIMUM, THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE. 2. IF CONNECTING SIDE SEWER TO EXIST CONCRETE LATERAL,. A CONCRETE/PVC ADAPTER SHALL BE USED AND SECURED PER MFGR'S INSTRUCTIONS. EDMONDS STANDARD DETAIL TYPICAL SIDE SEWER NOT TO SCALE w Z RESIDENCE I w CL 10 CLEANOUT WITH 45* a BEND AND CAP NOT TO EXCEED 100' BETWEEN CLEAN OUTS CLEANOUT (WYE WITH CAP AND LAMPHOLE COVER) 12"+1- 1 — LAMPHOL jL— WATER nGFir CAP RISER 12" PV( SLEEVE 6" RI 4" OR 6" SIDE SEWER —' GENERAL CLEANOUT DETAIL 12'+1— ASPHALT SURFACE 0 1%8 BEND 6" CITY STUB 4" OR 6" SIDE SEWER CLEAN OUT DETAIL AT PROPERTY LINE LAMPHOLE COVER (OLYMPIC FOUNDRY CO) 6" RISER MODEL 5931 OR EQUAL 12" PVC SLEEVE °Doo° PVC CAP NOTE: SIDE SEWER JOINTS SHALL BE TYPICAL CL NOUT UNDER ASPHALT GASKETED OR CONCRETE EDMONDS STANDARD DETAIL SEWER CLEANOUT DETAILS NOT TO SCALE CITY of EDMONDS APPROVED FOR CONSTRUCTION CITY ENGINEER DATE A PORTION OF THE NE 1/4 OF THE SW 1 4 OF SEC. 24. TWN. 27 N. R. SITE ADDRESS: 614 BELL ST. CB #1 EDMONDS, WA 98020 D D D D D EXISTING USE: SINGLE FAMILY RESIDENCE Ch PROPOSED USE: SIX TOWNHOME UNITS DRIVEWAY STA 0+00 MAX. BLDG. HEIGHT: 30' (CURRENT ZONING) PROP. BLDG. HEIGHT: 29.25' (SEE HEIGHT CALCS, SHEET A-0) \ o a � A U SEWER PURVEYOR: EDMONDS WATER DISTRICT o WATER PURVEYOR: EDMONDS WATER DISTRICT MATCH EXISTING ELECTRICAL SERVICE: SNOHOMISH CO. PUD NO. 1 \ ELEVATION N co STANDARD DRIVEW TELEPHONE SERVICE: GTE PAINT CU BING AT II PER STANDARD DI NATURAL GAS: PUGET SOUND ENERGY SIDES OF ENTRANCE: N '• 2 PLACES NATURAL REFUSE SERVICE: WASTE MANAGEMENT NW 5' WEST SIDE 00 W/ SITE AREA: 9892 SF (0.227 ACRE) WO EAST SIDE _ TYI BUILDING AREA: 6 UNITS AT 589 SF 3534 SF DECK AREA: 500 SF _ -o- e. e PAVED AREA: 3765 SF °. UNDERGROUND POWER TOB :° C $ COVERAGE: BUILDING: 369 PROVIDED FROM EXISTING TU '12' TOTAL IMPERVIOUS: 799b MOUNTED TRANSFOR e LANDSCAPING: AS REQ D BY LANDSCAPING PLAN ENGINEER RESPONSIBLE 3' OFFSET TACK IN 8 CB #2 7 LF,, FOR EROSION CONTROL I LEAD PLUG W/SHINNER �3'rAP CON RETE:; LS 29539 TYP. r ROdJ ,. RONALD K. RIACH, P.E. I I °• _ WORK PH. (425) 697-5108 ° ; • . ear °.—• WORK FAX (425) 697-4506 ° CELL PH. (425) 308-5049 I. EMAIL: HELPOJRRENGR.COM 8 5'X16' 10'X18' I d ARKING-- GARAGE UNIT # 608 • I L0I I a % (TYP.) F EL.96.0 GENERAL NOTES. ,9'X3,' s STAIRS AND 3' 8;5.TYP THE CONTRACTOR SHALL VERIFY THE LOCATION .OF ALL EXISTING; d I ( ) UTILITIES PRIOR TO CONSTRUCTION, AND SHALL CALL THE I ROCKERY W/ ARCH. a : . 14 Z UTILITIES UNDERGROUND LOCATION CENTER AT (1-800-424-5555) FINISH (TYP.) `L�'��J 16" TWO WORKING DAYS BEFORE BEGINNING EXCAVATION. ALL I 1 EAVES EXISTING UTILITIES MAY NOT BE SHOWN ON THE PLANS. THOSE I o 0o TY IC�CL UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL EX., CONCRETE I 0P' USE DUE CARE AND CAUTION DURING EXCAVATION FOR NEW STRUCTURE I 3, g1 DECK UTILITIES AND ALL COSTS OF IDENTIFYING, MAINTAINING, w PROTECTING, STABILIZING AND/OR REPAIRING SAID UTILITIES 10' SIDE M SHALL BE INCLUDED IN THE PROJECT BID AMOUNT. CONTRACTOR SETBACK (TYP. SHALL RECORD THE LOCATION OF ALL EXISTING UTILITIES ) 4 ENCOUNTERED AND IMPROVEMENTS INSTALLED DURING I -- � ` ;� r CONSTRUCTION ON THE RECORD DRAWINGS. I o ri L THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS SCALE: 1 "� 10' - TO AVOID EROSION/SEDIMENTATION DURING CONSTRUCTION. 3 rn I It 1 EAVE C � I MATERIAL TO BE REMOVED FROM THE SITE SHALL BE DISPOSED N I g5 e' OF BY THE CONTRACTOR IN A MANNER CONSISTENT WITH STATE I o a f - AND LOCAL REGULATIONS. UNLESS OTHERWISE AGREED, NO ,, 0 0 SEPARATE PAYMENT WILL BE ALLOWED FOR REMOVAL OR I W N DISPOSAL OF MATERIAL. ALL WORK ASSOCIATED WITH THIS Ar I TASK SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. Y* MAX. HT. � � THIS PLAN SHEET IS NOT INTENDED TO SHOW ALL ITEMS TO BE, ROCKERY CONSTRUCTED. THE CONTRACTOR IS DIRECTED TO REVIEW ALL I ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, AND I I N I \ THE FOLLOWING CIVIL SHEETS FOR ADDITIONAL CONSTRUCTION ITEMS. I V 19' w UNIT #610 i \ EX. SSMH #72 RIM 96.96 \ IE 8" 88.66 \\ D z ACONSTRUCTION SEQUENCE 1.Schedule and attend Pre -construction meeting w/the City of Edmonds. Call (425) 771-0220, ext. 1326. 2.Provide construction staking for limits of clearing, set line and grade of utilities and miscellaneous structures as shown on these plans. 3.Install temporary erosion and sedimentation control (TESC) measures as shown on these plans. 4.Sawcut and remove pavement from areas to receive landscaping, building, or other improvements. 5.Clear, grub and haul material from the site and dispose of as required. 6.Rough grade for proposed access and building construction, drainage improvements, and utility alignments. 7.Construct improvements as shown on the approved plans (drainage, utilities, paving, etc.). 8.Perform final grading, cleanup and application of ground cover. 9.Remove TESC measures. 11 i9>_ r� 3' PICKET FENCE (TYP.) -D D BELL STREET , D D D D i NOTE: REPLACE i CURB AND GUTTER i DRIVEWAY AS DETERMINED BY STA 1+43.33 THE CITY INSPECTOR. 1+43.33 ao PAINT CURBING AT ¢ SIDES OF EXIT. W/ 10' WEST SIDE o 1 ALLED BY 5' EAST SIDE Q� I IORKS I 96 J 1 ADA GRATECOMPLIANTPER MATCH�EXISTING = SCAPING PLAN �"' ELEVATION 01 AAGENERAL SITE PLAN NOTE LEGAL DESCRIPTION SCALE: 1"�10' 0 TE LOTS 4, 5, AND 6, BLOCK 98 PLAT OF CITY OF CALL DIAL -A -DIG ONE CALL AT EDMONDS, AS PER PLAT RECORDED IN VOLUME2 OF 1-800-424-5555 TWO WORKING PLATS ON PAGES 38 AND 39, RECORDS OF DAYS PRIOR TO ANY EXCAVATION. SNOHOMISH COUNTY, SITUATE IN THE COUTY OF SNOHOMISH, STATE OF WASHINGTON. SUBJECT TO AND TOGETHER WITH ALL EASEMENTS, RESTRICTIONS, RESERVATIONS, AND RIGHTS OF RECORD IF ANY. CRITICAL AREAS NOTE JRR ENGINEERING INC. THERE ARE NO WETLANDS OR OTHER CRITICAL AREAS AS DEFINED BY CITY OF EDMONDS REGULATIONS INVOLVED WITH THIS PROPOSAL. GRADING LIMITS/SITE DISTURBANCE TO INCLUDE ENTIRE SITE, APPROXIMATELY 100 FEET OF FRONTAGE IMPROVEMENTS ON BELL ST. AND APPROXIMATELY 210 FEET OF ALLEY IMPROVEMENTS AS SCALE: AS SHOWN SHOWN ON PLANS. DATE: 5/18/01 GtTY Ri`�I�w eo►wwl�.rt� LESS THAN 5000 BOARD -FEET OF MERCHANTABLE DRAWN: DJP 1 2/11/02 PER REVIEW COMMENTS TIMBER WILL BE REMOVED FROM THIS SITE. CHECKED: RKR No. DATE REVISION FILE NAME: C-1CVR.DWG DATE PREPARED: MAY 18, 2001 RELOCATE METER` TO 4" BEHIND NEW EX. 2.5' MAX HT. CONC.. WALL Vol ` �DMptJpS OF X8'39 PG EX. RR TIE (2) 6" RISERS (TYP.) HOUSE # 622 3, 4, MAX. HT. ROCKERY (CLF -Ag) ~ TYP. —rtiP_ouGHaur �- 2' MAX. HT. CONCRETE WALL GARAGE -8.5'X16.5' PAPWIKIC W.M. VICINITY MAP SCALE: 1 " - 2400' LEGEND EXISTING CONCRETE SIDEWALK BUILDING ASPHALT ROAD T — HR4CICF17SA"W.. —P,T UNDERGROUND POWER AW� V ago P — OVERHEAD POWER LINE — S SANITARY SEWER LINE D — STORM DRAIN LINE BFaCri ?CQ a lV 6LE �. Q Q — X 44 F r'7 y A CONTOURS 0 FOUND BRASS PLUG Ac sTQ -LEY 5PRAGU 1 s� CATCH BASIN D SANITARY SEWER MANHOLE 0 STORM DRAIN MANHOLE q4. : FIRE HYDRANT m sr ® K -o- POWER POLE s Fs ���4►ar ELL too ST Nix 4r a fflo e sy My ~`n "' SITE_ DAYTON ST 400 MAPLE ®o C�n mvFCTR ' STPAII Q 0 5m N L I Q ALDE Sr W ' j cn 3WIla, NUT .... CEDAR HOWELL WY N a! S Z DR a £ no �► HEMLOCK .t Nr Sr VICINITY MAP SCALE: 1 " - 2400' LEGEND EXISTING CONCRETE SIDEWALK BUILDING ASPHALT ROAD T — TELEPHONE LINE —P,T UNDERGROUND POWER AND TELEPHONE LINE P — OVERHEAD POWER LINE — S SANITARY SEWER LINE D — STORM DRAIN LINE — W WATER LINE — GAS LINE — X FENCE LINE F CENTERLINE DITCH — — — CONTOURS 0 FOUND BRASS PLUG ® FOUND 1/2" IRON PIPE W/ CAP FOUND CONCRETE MONUMENT 0 CATCH BASIN D SANITARY SEWER MANHOLE 0 STORM DRAIN MANHOLE FIRE HYDRANT D4 GATE VALVE ® WATER METER -o- POWER POLE SPOT ELEVATION Q TELEPHONE VAULT 1�0 Z + STA 0+00 .'0 EX. SSMH #71 Z CB #8-1140 RIM 103.57 w REPLACE PIPE TO _ IE 8" 95.07 5 m SOUTH PER' PLAN ri vy s si 3 " r: r f�a t ` �`� 5•Ciy4{k I � t i 3i'~ ^l�3 sJ sY' 12"o \ �D / 304LF0,SS=2.1 % { S :C"- k �� {�: MATCH EX.- GRADE. SAWCUT I {'j_ G EXIING TO FORM NEAT BUjiT est • �,, ;1 e 3 i�{ ,r� ] --JOINT. SEAL W� AR -4000W t A TOTAL SITE "IN -PLACE'S GRADING QUANTITIES ESTIMATED CUT: 230± CY ESTIMATED FILL: 410± CY NET: It EXCESS MATERIAL TO BE TRANPORTED OFF-SITE TO A COMMERCIAL MATERIALS YARD OR OTHER APPROVED FILL LOCATION. LD K• I�j lallows-16-voic BUILDING OR STRUCTURE CONCRETE SIDEWALK ASPHALT ROAD OR PARKING h CONTOURS SILT FENCE —- SANITARY SEWER PIPE S STORM DRAIN PIPE --- D WATER PIPE W— _`W_ UNDERGROUND UNDERGROUND ELEC. E OVERHEAD ELEC. — — E — — FILTER FABRIC FENCE F ELECTRIC METER LUMINAIRE SIGN CATCH BASIN TYPE I CATCH BASIN TYPE II 0 GATE VALVE 04 SANITARY SEWER MANHOLE FIRE HYDRANT 19 SANITARY SEWER CLEANOUT SPOT ELEVATION el_� C-1 GENERAL SITE PLAN C-2 TEMPORARY EROSION/SEDIMENTATION CONTROL & DEMOLITION PLAN C-3 GRADING AND DRAINAGE PLAN C-4 SITE PROFILES AND X -SECTION C-5 SEWER AND WATER IMPROVEMENTS C-6 MISCELLANEOUS DETAILS C-7 SPECIFICATIONS L-1 LANDSCAPE PLAN CITY of EDMONDS". APPROVED FOR CONSTRUCTION vC'72_ CITY ENGINEER DATE g WAS `QHS SHEET TIRE: GARDEN COTTAGES GENERAL OWNER: JOHN GARBE SITE PLAN 12616 49TH AVE. W 0 29 9, MUKILTEO, WA 98275 RkR r�sS°1$TS¢G� / jo,� JOB NUMBER: (425)745-8613 RKR joNatl oC 5"Zd°Z 01-118 ENGINEER: JRR Engineering, Inc. APP'D EXPIRES: 10-25-2003 CLIENT NO.: 18609 76th Ave. W., Ste. B, Lynnwood, WA 98037 01-11 (425) 697-5108 FAX 697-4506 SHEET C-1 OF 7 SHEETS A PORTION OF THE NE- 1/4 OF THE SW 1/4 OF SEC. 24, TWNG 27 N, R. 3 E, W.M. BELL STREET / 659.95' MEAS. „ 00 - --r--- -- S 89°57 09 E 01 EX. POWER POLE — 0� I TO REMAIN 96 1-111 INSTALL "SIDEWALK CLOSED INSTALL CONSTRUCTION ENTRANCE PER QAHEAD" SIGNS AT 6TH & DETAIL THIS SHEET. STREET SWEEPING INSTALL 50't SILT FENCE . =1 BELL AND STREET TO EAST. MAY BE REQUIRED TO KEEP ROW CLEAN PER DETAIL, THIS SHEET 61 MAIL BO W W --- SAWCUT LINE 3' OFFSET TACK IN — LEAD PLUG W/SHINNER LS 29539 TYP. Vol INSTALL 1101-171 SILT FENCE PEF DETAIL THIS SHEET REMOVE EX. WOOD FENCE METER. SEE SHEET 15 EACH EN 03 EXISTING SIDEWALK \ TO BE REMOVED � I I�1 EX. CONCRETE POND TO BE REMOVED 1 USE EXISTING LOW AREA FOR STOCKPILE SURROUND W/SILT FENCE I IF GRADES AT PERIMETER OF PILE REACH THE SIDEWALK ELEVATION. FE EORARY� i EX. 2.5' MAX )C RES► I HT.CONC. WALL TO REMAIN EXISTING SIDEWALK. T0; BE REMOVED N 'I X ,f I I / EXISTING HOUSE TO BE w X - I 3 EXISTING CONCRETE ' rn J PUGET SOUND CLEAN AIR N � STRUCTURE TO BE��` o AGENCY REQUIREMENTS. o REMOVED g CALL (206)689-4056. o N Z i i i METER. SEE SHEET 15 EACH EN 03 EXISTING SIDEWALK \ TO BE REMOVED � I I�1 EX. CONCRETE POND TO BE REMOVED 1 USE EXISTING LOW AREA FOR STOCKPILE SURROUND W/SILT FENCE I IF GRADES AT PERIMETER OF PILE REACH THE SIDEWALK ELEVATION. FE EORARY� i EX. 2.5' MAX )C RES► I HT.CONC. WALL TO REMAIN EXISTING SIDEWALK. T0; BE REMOVED N 'I � � 5 cn Vu x f� 1 SEE SHEET C-1 FOR GRADING VOLUME 96 x \ i r 40" J'J I EXISTING BULKHEAD ' TO BE REMOVED �': (I rn m 0 pF 1 SCALE: 1 "=10' EXISTING CONCRETE !' SLAB TO BE rn REMOVED o HOUSE 04 I Vol ( o 1., # 622 LJ i 9�` - NOTE: CAP EXISTING SEWER STUB A INSTALL 30LF± — PROPERTY LINE AFTER DEMOLITION SILT FENCt PER OF EXISTING STRUCTURE. DETAIL,, IS SHEET " 3: OFFSET MAG tit. � I � NAIL W/ WASHER 1 REMOVE 101 LF 6 � EXISTING SHED TO I BE REMOVED X � . I/ V 1 I / EXISTING CARPORT. ' TO BE REMOVED, I EXISTING CONCRETE SW ----,T"E- REMOVED- / EX. FENCE TO REMAIN NOTE: EXCAVATED MATERIAL WHICH CAN NOT BE STORED ON SITE WILL BE DISPOSED OF OFF-SITE AT A COMMERCIAL FACILITY. RAGE NOTE: DUST CONTROL MAY BE REQUIRED DURING PERIODS OF DR WEATHER LS 29539 TYP. — - 2"43 CP-. , V, -- — ' _ - 98 2„ _ -, .r— ` -- g "' ' / / BASINDSOCKTCH r- ------98 _ _ - x- -X - --------_-�� ---- x - - x x 389' 11 E 9 .00 n — h — — n— S S [LS - h S n S S S S S CB \ PROVIDE CB FILTER PERALLEY 1 �1c / RIM 100.40 #8-114C 00 40 �b I DETAIL, THIS SHEET. IE 12" 98 3 I � / BURIED FABRIC NOT TO SCALE / — SAWCUT AND REMOVE 142—FT. -OF-ACP I OTREES TO BE SAVED X TREES TO BE REMOVED 018.30.050 Development approval standards for erosion and sedimentation control (ESC) pian. A. ESC Minimum Requirements. All activ- ities necessitating a clearing or grading permit and all utility projects consisting of more than 500 lineal feet of trench excavation shall be required to control erosion and sediment dur- ing construction and to permanently stabilize exposed soil resulting from construction. Projects involving a critical area may also be required to comply with any combination of the ESC minimum requirements. Compliance will be demonstrated through the implementa- tion of an approved ESC plan. Guidelines for preparing ESC plans are provided in the man- ual. The plan must address the following requirements: 1. ESC Minimum Requirement - Con- struction Access Route. Construction vehicle access shall be, whenever practical, limited to one route. Access points shall be stabilized with quarry spalls or crushed rock to minimize the tracking of sediment onto public roads. If sediment is transported onto a road surface, the roads shall be cleaned thoroughly at the end of each day. Sediment shall be removed from roads by shoveling or sweeping and be trans- ported to a controlled sediment disposal area within 24 hours. Street washing shall be allowed only after sediment is removed in this manner. 2. ESC Minimum Requirement - Stabi- lization of Exposed Areas. All soils exposed by land disturbing activities shall be stabilized by suitable application of BMPs, including, but not limited to, sod, hydroseeding, or other vegetation, plastic covering, or mulching. All BMPs shall be selected, designed, and main- tained in accordance with the manual. The exposed soils shall be stabilized according to an approved timetable. (Typically, no soils shall remain exposed for more than two days from October 1 through April 30 and no more than seven days from May 1 through Septem- ber 30). 3. ESC Minimum Requirement - Pro- tection of Adjacent Properties. Adjacent prop- erties shall be protected from sediment deposition by appropriate use of vegetative buffer strips, sediment barriers or filters, dikes or mulching, or by a combination of these measures and other appropriate BMPs. 4. ESC Minimum Requirement - Main- tenance. All erosion and sediment control BMPs shall be regularly inspected and main- tained by the owner to ensure continued per- formance of their intended function. All maintenance and repair shall be conducted in accordance with the manual. 5. ESC Minimum Requirement - Other BMPs. As required by the city, other appropri- ate BMPs to mitigate the effects of increased runoff shall be applied. 6. Erosion and Sediment Control Requirement - Underground Utility Construc- tion. The construction of underground utility lines shall specifically address the following: a. Erosion control for excavated and stockpiled materials; b. The placement of excavated mate- rial where consistent with safety and space considerations shall be placed on the uphill side of trenches; c. Trench dewatering systems (must discharge into sediment traps, sediment ponds, or other acceptable means); d. Tracking and spilling of materials on streets due to hauling; e. Daily cleanup and street mainte- nance. 7. Additional ESC Minimum Require- ments for Larger Developments. All new development and redevelopment that includes land disturbing activities of greater than, or equal to, one acre in addition to meeting the N A S t tE minimum requirements set forth above shall •< 1 A69E comply with ESC requirements listed below. 8. ESC Minimum Requirement - Delin- eate Clearing and Easement Limits. In the field, mark clearing limits and/or any ease- ments, setbacks, sensitive/critical areas and the buffers, trees and drainage courses. 9. ESC Minimum Requirement - Sedi- ment Trapping. Prior to leaving the site, storm water runoff shall pass through a sediment pond or sediment trap, or other appropriate BMPs. Sediment ponds and traps, perimeter dikes, sediment barriers, and other BMPs intended to trap sediment on-site shall be con- structed as a first step in grading. These BMPs shall be functional before land disturbing activ- ities take place. Earthen structures, such as dams, dikes, and diversions shall be seeded and mulched according to an approved timetable. 10. ESC Minimum Requirement - Cut and Fill Slopes. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. In addition, slopes shall be stabilized in accordance with ESC Require- ment No. 2. 11. ESC Minimum Requirement - Con- trolling Off --Site Erosion. Properties and water ways downstream from development sites shall be protected from erosion due to increases in the volume, velocity, and peak flow rate of storm water runoff from the project site. 12. ESC Minimum Requirement - Sta- bilization of Temporary Conveyance Channels and Outlets. All temporary on-site conveyance channels shall be designed, constructed and stabilized to prevent erosion from the expected velocity of flow from a two-year, 24-hour fre- quency storm for the developed condition. Sta- bilization adequate to prevent erosion of outlets, adjacent stream banks, slopes and downstream reaches shall be provided at the outlets of all conveyance systems. 13. ESC Minimum Requirement - Storm Drain Inlet Protection. All storm drain inlets made operable during construction shall be protected so that storm water runoff shall not enter the conveyance system without first being filtered or otherwise treated to remove sediment. 14. ESC Requirement Removal of Temporary BMPs. All temporary erosion and sediment control BMPs shall be removed within 30 days after final site stabilization is achieved or after the temporary BMPs are no longer needed. Trapped sediment shall be removed or stabilized on site. Disturbed soil areas resulting from removal shall be perma- nently stabilized. 15. Erosion and Sediment Control Requirement -Dewatering Construction Sites. Dewatering systems shall discharge into a sed- iment trap or sediment pond. 16. Erosion and Sediment Control Requirement- Control of Pollutants other than Sediment on Construction Sites. All pollutants other than sediment that occur on site during construction shall be handled and disposed of in a manner that does not cause contamination Of storm water. 17. Erosion and Sediment Control Requirement - Financial Liability. Perfor- mance bonding, or other appropriate financial instruments, shall be required for all projects to ensure compliance with the approved erosion and sediment control plan. [Ord. 3013 § 1, 1995]. GENERAL NOTES: THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION, AND SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT (1-800-424-5555) TWO WORKING DAYS BEFORE BEGINNING EXCAVATION. ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THE PLANS. THOSE UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL USE DUE CARE AND CAUTION DURING EXCAVATION FOR NEW UTILITIES AND ALL COSTS OF IDENTIFYING, MAINTAINING, PROTECTING, STABILIZING AND/OR REPAIRING SAID UTILITIES SHALL BE INCLUDED IN THE PROJECT BID AMOUNT. CONTRACTOR SHALL RECORD THE LOCATION OF ALL EXISTING UTILITIES ENCOUNTERED AND IMPROVEMENTS INSTALLED DURING CONSTRUCTION ON THE RECORD DRAWINGS. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID EROSION/SEDIMENTATION DURING CONSTRUCTION. MATERIAL TO BE REMOVED FROM THE SITE SHALL BE DISPOSED OF BY THE CONTRACTOR IN A MANNER CONSISTENT WITH STATE AND LOCAL REGULATIONS. UNLESS OTHERWISE AGREED, NO SEPARATE PAYMENT WILL BE ALLOWED FOR REMOVAL OR DISPOSAL OF MATERIAL. ALL WORK ASSOCIATED WITH THIS TASK SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. THIS PLAN SHEET IS NOT ' INTENDED TO SHOW ' ALL ITEMS TO BE CONSTRUCTED. THE CONTRACTOR IS DIRECTED TO REVIEW ALL ARCHITECTURAL, STRUCTURAL, ELECTRICAL., MECHANICAL, AND THE FOLLOWING CIVIL SHEETS FOR ADDITIONAL CONSTRUCTION ITEMS. AESC MINIMUM REQUIREMENTS STABILIZATION OF EXPOSED AREAS. ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPs, INCLUDING, BUT NOT LIMITED T0, SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMP'9 SHALL BE SELECTED, DESIGNED, AND MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO (2) DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN (7) DAYS FROM MAY 1 THROUGH SEPTEMBER 30). 4"-8" QUARRY SPALLS PROVIDE FULL WIDTH OF INGRESS/EGRESS.AREA STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE FILTER FABRIC 2" BY 2" BY 14 GA. WIRE FABRIC OR EQUIV. - PROVIDE 3/4"-1.5"— WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FABRIC ON THE SURFACE 2X4 WOOD POST ALT: STEAL FENCE POSTS 6' O.C. (IYP.) io 8" 'N Lo FILTER FABRIC FENCE NOT TO SCALE CITY of EDMONDS APPROVED FOR CONSTRUCTION L/A o Z *C17YGINEER DATE X ,f I I / EXISTING HOUSE TO BE w X - REMOVED PER CITY AND 3 EXISTING CONCRETE ' rn J PUGET SOUND CLEAN AIR N > STRUCTURE TO BE��` o AGENCY REQUIREMENTS. o REMOVED g CALL (206)689-4056. o N Z � � 5 cn Vu x f� 1 SEE SHEET C-1 FOR GRADING VOLUME 96 x \ i r 40" J'J I EXISTING BULKHEAD ' TO BE REMOVED �': (I rn m 0 pF 1 SCALE: 1 "=10' EXISTING CONCRETE !' SLAB TO BE rn REMOVED o HOUSE 04 I Vol ( o 1., # 622 LJ i 9�` - NOTE: CAP EXISTING SEWER STUB A INSTALL 30LF± — PROPERTY LINE AFTER DEMOLITION SILT FENCt PER OF EXISTING STRUCTURE. DETAIL,, IS SHEET " 3: OFFSET MAG tit. � I � NAIL W/ WASHER 1 REMOVE 101 LF 6 � EXISTING SHED TO I BE REMOVED X � . I/ V 1 I / EXISTING CARPORT. ' TO BE REMOVED, I EXISTING CONCRETE SW ----,T"E- REMOVED- / EX. FENCE TO REMAIN NOTE: EXCAVATED MATERIAL WHICH CAN NOT BE STORED ON SITE WILL BE DISPOSED OF OFF-SITE AT A COMMERCIAL FACILITY. RAGE NOTE: DUST CONTROL MAY BE REQUIRED DURING PERIODS OF DR WEATHER LS 29539 TYP. — - 2"43 CP-. , V, -- — ' _ - 98 2„ _ -, .r— ` -- g "' ' / / BASINDSOCKTCH r- ------98 _ _ - x- -X - --------_-�� ---- x - - x x 389' 11 E 9 .00 n — h — — n— S S [LS - h S n S S S S S CB \ PROVIDE CB FILTER PERALLEY 1 �1c / RIM 100.40 #8-114C 00 40 �b I DETAIL, THIS SHEET. IE 12" 98 3 I � / BURIED FABRIC NOT TO SCALE / — SAWCUT AND REMOVE 142—FT. -OF-ACP I OTREES TO BE SAVED X TREES TO BE REMOVED 018.30.050 Development approval standards for erosion and sedimentation control (ESC) pian. A. ESC Minimum Requirements. All activ- ities necessitating a clearing or grading permit and all utility projects consisting of more than 500 lineal feet of trench excavation shall be required to control erosion and sediment dur- ing construction and to permanently stabilize exposed soil resulting from construction. Projects involving a critical area may also be required to comply with any combination of the ESC minimum requirements. Compliance will be demonstrated through the implementa- tion of an approved ESC plan. Guidelines for preparing ESC plans are provided in the man- ual. The plan must address the following requirements: 1. ESC Minimum Requirement - Con- struction Access Route. Construction vehicle access shall be, whenever practical, limited to one route. Access points shall be stabilized with quarry spalls or crushed rock to minimize the tracking of sediment onto public roads. If sediment is transported onto a road surface, the roads shall be cleaned thoroughly at the end of each day. Sediment shall be removed from roads by shoveling or sweeping and be trans- ported to a controlled sediment disposal area within 24 hours. Street washing shall be allowed only after sediment is removed in this manner. 2. ESC Minimum Requirement - Stabi- lization of Exposed Areas. All soils exposed by land disturbing activities shall be stabilized by suitable application of BMPs, including, but not limited to, sod, hydroseeding, or other vegetation, plastic covering, or mulching. All BMPs shall be selected, designed, and main- tained in accordance with the manual. The exposed soils shall be stabilized according to an approved timetable. (Typically, no soils shall remain exposed for more than two days from October 1 through April 30 and no more than seven days from May 1 through Septem- ber 30). 3. ESC Minimum Requirement - Pro- tection of Adjacent Properties. Adjacent prop- erties shall be protected from sediment deposition by appropriate use of vegetative buffer strips, sediment barriers or filters, dikes or mulching, or by a combination of these measures and other appropriate BMPs. 4. ESC Minimum Requirement - Main- tenance. All erosion and sediment control BMPs shall be regularly inspected and main- tained by the owner to ensure continued per- formance of their intended function. All maintenance and repair shall be conducted in accordance with the manual. 5. ESC Minimum Requirement - Other BMPs. As required by the city, other appropri- ate BMPs to mitigate the effects of increased runoff shall be applied. 6. Erosion and Sediment Control Requirement - Underground Utility Construc- tion. The construction of underground utility lines shall specifically address the following: a. Erosion control for excavated and stockpiled materials; b. The placement of excavated mate- rial where consistent with safety and space considerations shall be placed on the uphill side of trenches; c. Trench dewatering systems (must discharge into sediment traps, sediment ponds, or other acceptable means); d. Tracking and spilling of materials on streets due to hauling; e. Daily cleanup and street mainte- nance. 7. Additional ESC Minimum Require- ments for Larger Developments. All new development and redevelopment that includes land disturbing activities of greater than, or equal to, one acre in addition to meeting the N A S t tE minimum requirements set forth above shall •< 1 A69E comply with ESC requirements listed below. 8. ESC Minimum Requirement - Delin- eate Clearing and Easement Limits. In the field, mark clearing limits and/or any ease- ments, setbacks, sensitive/critical areas and the buffers, trees and drainage courses. 9. ESC Minimum Requirement - Sedi- ment Trapping. Prior to leaving the site, storm water runoff shall pass through a sediment pond or sediment trap, or other appropriate BMPs. Sediment ponds and traps, perimeter dikes, sediment barriers, and other BMPs intended to trap sediment on-site shall be con- structed as a first step in grading. These BMPs shall be functional before land disturbing activ- ities take place. Earthen structures, such as dams, dikes, and diversions shall be seeded and mulched according to an approved timetable. 10. ESC Minimum Requirement - Cut and Fill Slopes. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. In addition, slopes shall be stabilized in accordance with ESC Require- ment No. 2. 11. ESC Minimum Requirement - Con- trolling Off --Site Erosion. Properties and water ways downstream from development sites shall be protected from erosion due to increases in the volume, velocity, and peak flow rate of storm water runoff from the project site. 12. ESC Minimum Requirement - Sta- bilization of Temporary Conveyance Channels and Outlets. All temporary on-site conveyance channels shall be designed, constructed and stabilized to prevent erosion from the expected velocity of flow from a two-year, 24-hour fre- quency storm for the developed condition. Sta- bilization adequate to prevent erosion of outlets, adjacent stream banks, slopes and downstream reaches shall be provided at the outlets of all conveyance systems. 13. ESC Minimum Requirement - Storm Drain Inlet Protection. All storm drain inlets made operable during construction shall be protected so that storm water runoff shall not enter the conveyance system without first being filtered or otherwise treated to remove sediment. 14. ESC Requirement Removal of Temporary BMPs. All temporary erosion and sediment control BMPs shall be removed within 30 days after final site stabilization is achieved or after the temporary BMPs are no longer needed. Trapped sediment shall be removed or stabilized on site. Disturbed soil areas resulting from removal shall be perma- nently stabilized. 15. Erosion and Sediment Control Requirement -Dewatering Construction Sites. Dewatering systems shall discharge into a sed- iment trap or sediment pond. 16. Erosion and Sediment Control Requirement- Control of Pollutants other than Sediment on Construction Sites. All pollutants other than sediment that occur on site during construction shall be handled and disposed of in a manner that does not cause contamination Of storm water. 17. Erosion and Sediment Control Requirement - Financial Liability. Perfor- mance bonding, or other appropriate financial instruments, shall be required for all projects to ensure compliance with the approved erosion and sediment control plan. [Ord. 3013 § 1, 1995]. GENERAL NOTES: THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION, AND SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT (1-800-424-5555) TWO WORKING DAYS BEFORE BEGINNING EXCAVATION. ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THE PLANS. THOSE UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL USE DUE CARE AND CAUTION DURING EXCAVATION FOR NEW UTILITIES AND ALL COSTS OF IDENTIFYING, MAINTAINING, PROTECTING, STABILIZING AND/OR REPAIRING SAID UTILITIES SHALL BE INCLUDED IN THE PROJECT BID AMOUNT. CONTRACTOR SHALL RECORD THE LOCATION OF ALL EXISTING UTILITIES ENCOUNTERED AND IMPROVEMENTS INSTALLED DURING CONSTRUCTION ON THE RECORD DRAWINGS. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID EROSION/SEDIMENTATION DURING CONSTRUCTION. MATERIAL TO BE REMOVED FROM THE SITE SHALL BE DISPOSED OF BY THE CONTRACTOR IN A MANNER CONSISTENT WITH STATE AND LOCAL REGULATIONS. UNLESS OTHERWISE AGREED, NO SEPARATE PAYMENT WILL BE ALLOWED FOR REMOVAL OR DISPOSAL OF MATERIAL. ALL WORK ASSOCIATED WITH THIS TASK SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. THIS PLAN SHEET IS NOT ' INTENDED TO SHOW ' ALL ITEMS TO BE CONSTRUCTED. THE CONTRACTOR IS DIRECTED TO REVIEW ALL ARCHITECTURAL, STRUCTURAL, ELECTRICAL., MECHANICAL, AND THE FOLLOWING CIVIL SHEETS FOR ADDITIONAL CONSTRUCTION ITEMS. AESC MINIMUM REQUIREMENTS STABILIZATION OF EXPOSED AREAS. ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPs, INCLUDING, BUT NOT LIMITED T0, SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMP'9 SHALL BE SELECTED, DESIGNED, AND MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO (2) DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN (7) DAYS FROM MAY 1 THROUGH SEPTEMBER 30). 4"-8" QUARRY SPALLS PROVIDE FULL WIDTH OF INGRESS/EGRESS.AREA STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE FILTER FABRIC 2" BY 2" BY 14 GA. WIRE FABRIC OR EQUIV. - PROVIDE 3/4"-1.5"— WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FABRIC ON THE SURFACE 2X4 WOOD POST ALT: STEAL FENCE POSTS 6' O.C. (IYP.) io 8" 'N Lo FILTER FABRIC FENCE NOT TO SCALE CITY of EDMONDS APPROVED FOR CONSTRUCTION L/A o Z *C17YGINEER DATE ION OF 1 SEC. 24,TWN. 27 SCALE: 1 "= 10' I N., R. 3 E., W.M. i� CB #1 / CONCRETE WALL i/ i UNDERGROUND UTILITIES AND STRUCTURES EXIST. PROPOSED CATCH I/ D D D D D BASINS, FRAMES, GRATES, MATERIALS D m x I/ CP CB #1, TYPE 1 CB #5, TYPE 1 c/)' NOTE: REPLACE _ -5' -m S IE 92.10, 12"0 CMP BELL STREETCURB / AND GUTTER ALLEY STA 1+09.79, 15'R VERIFY ELEVATIONS) RIM 98.31 DRIVEWAY STA 0+00 659.95' MEAS. mo AS DETERMINED BY THE CITY INSPECTOR. STA 0+37.50, 0'R - \ - - o o - - - N IE 92.34, 12"0 CMP , - - f Dn / - \ o a,1 \ EX. SSMH #72 S 89'57'09"E +43.33 \ \ � \ RIM 96.96 E,W IE 96.26, 12"0' RCP m SIDES OF EXIT: \ CB #8-112C � \ IE 8" 88.66 ` ` ' 10' WEST SIDE o RIM 96.9 � � \ z I i ID \ D M D— i I —S —x SIDES OF - 5' CONC. WALK 3'x3' \ LTJ ;a n I 5'� WEST SIDE W/ ARCH. FINISH. \ ELEVATIONISTING WO EAST SIDE I TYP. 4 PLACES + \ Q �O I o �� -0- mom, \� i I SEC. 24,TWN. 27 SCALE: 1 "= 10' I N., R. 3 E., W.M. i� CB #1 / CONCRETE WALL i/ i UNDERGROUND UTILITIES AND STRUCTURES EXIST. PROPOSED CATCH D D D D D D D BASINS, FRAMES, GRATES, MATERIALS D D D CP CB #1, TYPE 1 CB #5, TYPE 1 , NOTE: REPLACE _ -5' -m S IE 92.10, 12"0 CMP BELL STREETCURB CB #6, CURB INLET AND GUTTER ALLEY STA 1+09.79, 15'R VERIFY ELEVATIONS) RIM 98.31 DRIVEWAY STA 0+00 659.95' MEAS. STA 1+ 3.33 AS DETERMINED BY THE CITY INSPECTOR. STA 0+37.50, 0'R - \ - - o o - - - N IE 92.34, 12"0 CMP , - - f - "? - - - \ o a,1 DRIVEWAY C COINCIDES RIM 96.21 S 89'57'09"E +43.33 ao '� PAINT CURBING AT \ 0 � WITH STORMLDRAIN ALLEY STA 0+29.80, 69.41'R E,W IE 96.26, 12"0' RCP RIM 99.00 SIDES OF EXIT: N IE 92.90 X24 &MP MATCH EXISTING \ ,� a � N o STANDARD DRIVEWAY ENTRANCE ` ` ' 10' WEST SIDE o ELEVATION CUBING AT '- II PER STANDARD DETAIL E2.26, — 5' EAST SIDE 96 PAINT ENTRANCE: U. NTYP. -' 2 PLACES I SIDES OF 5' CONC. WALK 3'x3' ADA COMPLIANT = I 5'� WEST SIDE W/ ARCH. FINISH. TREE GRATE PER ELEVATIONISTING WO EAST SIDE TYP. 4 PLACES LANDSCAPING PLAN o UNDERGROUND POWER PROVIDED FROM EXISTING MOUNTED TRANSF01 C e a -o- B cl gni ° "d 1 3' OFFSET TACK IN — LEAD PLUG W/SHINNER LS 29539 TYP. STAIRS AND 3' ROCKERY W/ ARCH. FINISH (TYP.) 10' SIDE SETBACK (TYP.) N rn 0 W,4 ®i ®:44 M,A .wNWA 44. e a .,e, '.e G ° .e. d ° .I ° •1+00 °. CB #2e �' 7 LFq 35" 24!'--ARCH",CMP c�' °d .�9 `°L. 1%,a°.. ,° aCB #t3 8.r.;'e• '. .e. • a. ..° r ° •• °.,7. AP . .e °CON�R E" DRe W • ° Ca Y Lq AT°OSSI� d .��RGH.NISpIDN E.n ROM CRWS,� I W a �- hTY1LAC ° - ° . e.g ' I I. �d< • ,e e e 1% 8 5'X 16. 10'X 18' I �I I AIXKING GARAGE UNIT X608 I 6" RAISED ENTRY 11 W/ I I UNIT #646- �,� i (TYP-) FF EL. 96.0 I ARCH: --FINISH (TYP.) I FF EL. 96.8,5'X16.5' ° ). ° �° 119'X31' I �' I ''9 PARKING- (TYP) . °' (TYP) i �� 3.25' TO -4 ASSUMED d I , I (Type) ----jUNIT #612 0o I i i i/ FF EL. 96.0 i i " 2LF 24 o CMP, S=0.5% i 3.5'x(9' DECK ( I (1O� 6" RISERS M i TYP. U.N.O.i I 2' I I 3.5 x12" STAIRS I 4 w 3 _ I I 'X9' DECK W/ I I TYP. U.N.O. MWIDE STAIRSI r- _ _---LTMF I likL_ N I o 10 I----- I s I r I o � i i o ��''ASSUMED MAX. HT. I 3.96 TO I I D3 X9 3 ROCKERY I (TYP.UNO) I I I 6 TO N,� I \ 1 ASSUMED 2E PL) ( I I 1 \1 I I 1 1 ~ \10' I 19' I fi� I 19' ' I 19' 96_ _ ►'� I UNIT #610 ( I UNIT #614 I I UNIT #618 1 v FF EL. 97.0 ,I FF EL. 97.0 FF EL. 97.5 h STAIRS` AND 3' I I w N N ROCKERY W/ ARCH. 1 1 6" RAISED ENTRY j I i� N 1� I I FINISH (TYP.) I I-TYPICAL.H. FINISH, I 1 3' CONCRETE ADPRON W/TREN H DRAIN, 1,17' i 6" EXTRUDED CURB I ' I TYPICAL. o 3' WHEEL STOP I ,411�1 C Co` 3' PICKET FENCE (TYP.) e 8,5 1 �.547— G - - d °a ° -°iTa dP°A KIA�a-.... '•s --GM °.°..°3, OFFSET MAG CB , q .. �go8�5 ' 1,6.5.. ° e a : �e!S=edy�T _ G CB #8-113C \ PA G.. �ul :dC01JCR F /. NAIL W/ WASHER g , RIM 98.13 LS 29539 TYP ''# ° - A•e a° �. " °DRIVE \ - - - ° •'. 9 - .' Ain�� IE 12 96.08 E,VV- 44 Nam e' ° IE 6" 96.58 r — — — — — — — _9g c �. — o I' EX. 12„Vx e D D D p MATCH SX. GRADE. SACUT vy�.,y ��S�pyrs y�a�c��A� ha EXISTING TO FORM NEAT ,BUTT ' ,i°R"t•"_I`i� j°o JOINT. SEAL W/ AR -4 OW i t:l�"-��1° Y ,,�, at. • .%�' �•j �y. - �� �"��'�r�',.y.;.c.'�� � 3�?1, �euF,i�i^�'�C��,.w'Zr? e i STA 1+_41I--.50. 7' TAPER TO EX. EDGE OF -PAVEMENT " SIGN 0 EX. 2.5' MAX HT. CONC. WALL (2) 6" RISERS (TYP.) NOTE: HOLD ELEVATIONS ACROSS SITE. HOUSE # 622 / 10, MAX. HT. ROCKERY. T fp i' kO V644Ou7' 2' MAX. HT. INFORMATION / CONCRETE WALL i UNDERGROUND UTILITIES AND STRUCTURES EXIST. PROPOSED CATCH 8.5'X 16.5' AND MAY REQUIRE MINOR ADJUSTMENTS. CONTRACTOR SHALL NOTIFY PARKING i BASINS, FRAMES, GRATES, MATERIALS AND INSTALLATION METHODS i a STANDARDS. CB #1, TYPE 1 CB #5, TYPE 1 STA —0+10.46, 0'R z _ -5' -m S IE 92.10, 12"0 CMP N,W IE 94.97, 12"0 CMP E,W IE 92.10±, EX. CB #6, CURB INLET (CONTRACTOR TO ALLEY STA 1+09.79, 15'R VERIFY ELEVATIONS) RIM 98.31 CB #2, TYPE 2 (544too) IE 95.37, 12"0 CMP W/ CONTROL STRUCTURE CB #7, TYPE 1 STA 0+37.50, 0'R ALLEY STA 0+40, 0.29'R " SIGN 0 EX. 2.5' MAX HT. CONC. WALL (2) 6" RISERS (TYP.) NOTE: HOLD ELEVATIONS ACROSS SITE. HOUSE # 622 / 10, MAX. HT. ROCKERY. T fp i' kO V644Ou7' 2' MAX. HT. INFORMATION / CONCRETE WALL GARAGE UNDERGROUND UTILITIES AND STRUCTURES EXIST. PROPOSED CATCH 8.5'X 16.5' AND MAY REQUIRE MINOR ADJUSTMENTS. CONTRACTOR SHALL NOTIFY PARKING -DETENTION SYSTEM, -CATCH BASINS, FRAMES, GRATES, MATERIALS AND INSTALLATION METHODS i a STANDARDS. CB #1, TYPE 1 CB #5, TYPE 1 STA —0+10.46, 0'R z _ -5' -m DRAINAGE SYSTEM INFORMATION 0 CONTRACTOR IS CAUTIONED THAT POTENTIAL CONFLICTS WITH EXISTING UNDERGROUND UTILITIES AND STRUCTURES EXIST. PROPOSED CATCH BASIN LOCATIONS ARE PROVIDED BASED ON AVAILABLE INFORMATION AND MAY REQUIRE MINOR ADJUSTMENTS. CONTRACTOR SHALL NOTIFY OWNER OF CONFLICTS ENCOUNTERED. -DETENTION SYSTEM, -CATCH BASINS, FRAMES, GRATES, MATERIALS AND INSTALLATION METHODS SHALL COMPLY WITH CITY ENGINEERING DESIGN AND DEVELOPMENT STANDARDS. CB #1, TYPE 1 CB #5, TYPE 1 STA —0+10.46, 0'R ALLEY STA 0+29.79, 15'R RIM 95.20 RIM 99.05 S IE 92.10, 12"0 CMP N,W IE 94.97, 12"0 CMP E,W IE 92.10±, EX. CB #6, CURB INLET (CONTRACTOR TO ALLEY STA 1+09.79, 15'R VERIFY ELEVATIONS) RIM 98.31 CB #2, TYPE 2 (544too) IE 95.37, 12"0 CMP W/ CONTROL STRUCTURE CB #7, TYPE 1 STA 0+37.50, 0'R ALLEY STA 0+40, 0.29'R RIM 96.07 RIM 99.37, VANED GRATE N IE 92.34, 12"0 CMP IE 96.87, 12"0 RCP E IE 92.34, 35"x24" CMP CB #8, TYPE 1 CB #3, TYPE 2 (54"0) ALLEY STA 1+12.5, 4.5'R STA 1+05.83, 5.83'R RIM 98.25, VANED GRATE RIM 96.21 S IE 96.45, 4"0 PVC W,S IE 92.71, 35"x24" CMP CB #9, TYPE 1 ALLEY STA 1+12.5CB 'GRATE #4, TYPE 2 (48"0s) R M 98 43, VANED ALLEY STA 0+29.80, 69.41'R E,W IE 96.26, 12"0' RCP RIM 99.00 N IE 96.43, 4"0 PVC N IE 92.90 X24 &MP S IE 93.90, 12"0 CMP STA 0+00 CB #8-114C REPLACE PIPE TO SOUTH PER PLAN _ - c== G------�-- 12"b " D I -S S —MATCH EX. GRADE. SAWCUT 1 EXI,VNG TO FORM NEAT BUTT ,JOINT. SEAL W/ AR -4000W 1 X z 1 GRADING & DRAINAGE PLAN SCALE: 1 "=10' CITY of EDMONDS APPROVED FOR CONSTRUCTION CITY ENGINEER DATE a r r� 4 CISv A PORTION SOF SEC. 24, TWN. 27 N., R. 3 E., W.M. 2+00 1 +UU VtV� ALLEY PROFILE SCALE: 1 "=10' HORIZ. 1 "=5' VERT. 4 w ml 100r JIN—Vt I V OJ, V.VV f\ _RIM 95_20 IE IN 92.10 IE IN 92.10 EX. 12"0 - - _ 96 IE=0U7 9 _ 0;_E -X- 4 0 DATUM ELEV 90.00 L0 tri mi 0+00 1 r0 O co O LO to '- N M r� cq prn rnO + rn II II III II 0 II I ( � ui Q W MATCH -'E ELEVATION .1.00% 1+00 A SITE CROSS-SECTION A SCALE: 1"=10' HORIZ. C 1 "=5' VERT. CB 2 TYPE 2 RIM 96n.q9'07'—G 3. IE IOUT 92.34 co n rn d ui Mia) 0 DRIVEWAY PROFILE SCALE: 1"=10' HORIZ. 1 "=5' VERT. r m(6 00 M .- M , 1(0+ c6 rn + 0), Ill I�tI� OR O PLANTI G STRIP I II J 3' ROCKERY BEYONDBEYOND NORTH BUILDIN S rnQ SOUTH BUILDINGS t— SEE ALLEY THIS SH Ia�wAL II � > II I a EX. ONCRETE a w Ia0- - - - - - - - - - 96.21 UNIT #618- UNITS 610, #614 -1 927 - - - _..CUR -AND-GU TE 92.71 F-€ _EV, --9a._ TO EMAIN DRIVEWAY % TRENCH DRAIN W/4"O rn PVC PIPE TO 12"0 rn ui p � CMP STORM SYSTEM. Q' w ml 100r JIN—Vt I V OJ, V.VV f\ _RIM 95_20 IE IN 92.10 IE IN 92.10 EX. 12"0 - - _ 96 IE=0U7 9 _ 0;_E -X- 4 0 DATUM ELEV 90.00 L0 tri mi 0+00 1 r0 O co O LO to '- N M r� cq prn rnO + rn II II III II 0 II I ( � ui Q W MATCH -'E ELEVATION .1.00% 1+00 A SITE CROSS-SECTION A SCALE: 1"=10' HORIZ. C 1 "=5' VERT. CB 2 TYPE 2 RIM 96n.q9'07'—G 3. IE IOUT 92.34 co n rn d ui Mia) 0 DRIVEWAY PROFILE SCALE: 1"=10' HORIZ. 1 "=5' VERT. NOW - @111'� t 1+00 .,o TION T L 104 SECTION, 100 DATUM ELEV 95.00 0+00 H Dimension : K100-1 = 5.9" K100-2 = 7.9" K100-3 = 9.8" 2'-0" JOINT 0 0.05 FT./FT. .05 FT./FT._00111— t> I t> D p D CONCRETE DRIVEWAY PAVEMENT PER 1'-0" DETAIL BELOW NOTES: 1. FOR INTEGRAL POUR CONSTRUCTION, 1/4" EDGED GROOVE MAY REPLACE EXPANSION JOINT AT INTERFACE BETWEEN THE CURB AND ADJACENT DRIVEWAY. 2. AT CATCH BASIN PROVIDE 1 FOOT WIDTH OF SECTION SHOWN ON ALL SIDES. CEMENT CONCRETE ALLEY GUTTER NOT TO SCALE 9.8" kme-- 9.8" 4" PVC Outlet CEMENT CONCRETE 1.-*— VARIES 12'-15' PAVED SURFACE ALLEY GUTTER. SEE I DETAIL, THIS SHEET. LOp� '4 X % MAX. TRENCH DRAIN * ACO POLYMER PRODUCTS INC. NOT TO SCALE 800/543-4764 TOLL-FREE ` 4" MIN. CONCRETE / 2" CLASS B ASPHALT - / •-2" MIN. COMPACTED DEPTH, CRUSHED SURFACING TOP COURSE- 2" OURSE-2" MIN. COMPACTED DEPTH, CRUSHED SURFACING BASE COURSE BASE APPROVED BY CITY ENGINEER. A ALLEY/DRIVEWAY NOT TO SCALE JOINT ACP ALLEY PAVEMENT PER DETAIL BELOW VARIES 0'-2.5' I I MATCH EXISTING ASPHALT ELEV. AND GRADE CITY of EDMONDS APPROVED FOR CONSTRUCTION CITY ENGINEER DATE r m(6 00 M .- M , 1(0+ c6 rn + 0), Ill I�tI� OR O N 6 II II J + rnQ _ w t— II � > II a CB 3 TYPE a w Ia0- RIM 96.21 -1 927 IEOUT 92.71 NOW - @111'� t 1+00 .,o TION T L 104 SECTION, 100 DATUM ELEV 95.00 0+00 H Dimension : K100-1 = 5.9" K100-2 = 7.9" K100-3 = 9.8" 2'-0" JOINT 0 0.05 FT./FT. .05 FT./FT._00111— t> I t> D p D CONCRETE DRIVEWAY PAVEMENT PER 1'-0" DETAIL BELOW NOTES: 1. FOR INTEGRAL POUR CONSTRUCTION, 1/4" EDGED GROOVE MAY REPLACE EXPANSION JOINT AT INTERFACE BETWEEN THE CURB AND ADJACENT DRIVEWAY. 2. AT CATCH BASIN PROVIDE 1 FOOT WIDTH OF SECTION SHOWN ON ALL SIDES. CEMENT CONCRETE ALLEY GUTTER NOT TO SCALE 9.8" kme-- 9.8" 4" PVC Outlet CEMENT CONCRETE 1.-*— VARIES 12'-15' PAVED SURFACE ALLEY GUTTER. SEE I DETAIL, THIS SHEET. LOp� '4 X % MAX. TRENCH DRAIN * ACO POLYMER PRODUCTS INC. NOT TO SCALE 800/543-4764 TOLL-FREE ` 4" MIN. CONCRETE / 2" CLASS B ASPHALT - / •-2" MIN. COMPACTED DEPTH, CRUSHED SURFACING TOP COURSE- 2" OURSE-2" MIN. COMPACTED DEPTH, CRUSHED SURFACING BASE COURSE BASE APPROVED BY CITY ENGINEER. A ALLEY/DRIVEWAY NOT TO SCALE JOINT ACP ALLEY PAVEMENT PER DETAIL BELOW VARIES 0'-2.5' I I MATCH EXISTING ASPHALT ELEV. AND GRADE CITY of EDMONDS APPROVED FOR CONSTRUCTION CITY ENGINEER DATE A A PORTION OF SEC. 24, TWN. 27 N., R. 3 E., W.M. D D D D D D D D CP BELL STREET DRIVEWAY DRIVEWAY STA 0+00i STA 1+43.33 i O 659.95 MEAS. / to 1+43.O S 89°57'09" E 2"0 WATER SERVICE W/ 2` - WATER METER, INSTALLED BY EDMONDS PUBLIC WORKS ~ I 9 8"0 EXISTING WATER MAIN MAILROM UNDERGROUND POWER TO E PROVIDED FROM EXISTING POL MOUNTED TRANSFORMEF SCALE: 1 "= 10' F C C Q i r--------98' S S S 1 "=10' I] D 0 DCI /%/%ATC \ICTCcs,,Tri A" OCIJIAIn AICW W GROUND/ROADWAY z ---------,--------------� 1 6 O Z GROUND/ROADWAY 0 o z 12iI ii o l� ♦ (u 4D NOTEi SERVICE TAP TO MAIN SHAD. BE ANGLED AND NOT EXCEED 22 DEGREES Q 16 1) 2' (IP THREAD) DOUBLE STRAP SADDLE EQUAL TO ROMAC STYLE 202 IS REQUIRED REGARDLESS OF PIPE MATERIAL FFS�MM Q2) 2t BRASS CORP. CC X MIPT. STEEL 3) 2- 2' BRASS STREET ELLS FOR SWING JOINT C.I. OR D.LP. 4) IPS POLY HI -MOL PIPE (160 PSI) DRISSCO PIPE. CONNECTION TO MAIN SHALL BE 1-1/2' CORPS AND SADDLE WITH FORD FEMALE IRON PIPE SIZE PACK JOINT FITTING. 5) WRAP AREUND SOLID COREASSAT IBOTH (TRANCE NDS. WIRE). STRIP PLASTIC AND 6) 2' STAINLESS STEEL STIFFNER AND 2' MIPT X IPS PAC JOINT 7) BALL VALVE (IRON PIPE SIZE) CURB STOP. S> BACK SIDE OF METER BOX SHALL BE SET AT THE PROPERTY LINE. NOTEe(METER BOXES SHALL NOT BE PLACED IN DRIVEWAY AREAS). 9) 2' BRASS 900 BEND 10) WATER METER— TO BE SUPPLIED BY THE CITY 11) 2' METER SETTER WITH HIGH BYPASS EQUAL TO FORD DRAWING #A-95147-01. VERT. IN, VERT, OUT. FLANGED BALL VALVE WITH LOCK WINGS. 12) STACK 2 METER BOXES%IN NON TRAFFIC AREAS BOX SHALL BE FOG TITE #2 OR EQUAL WITH CONCRETE COVER AND HINGED LID. IN TRAFFIC AREAS, BOX SHALL BE FOG TITE #2 WITH CONCRETE LID AND HINGED INSPECTION LID. PLACE BACK OF BOX AT PROPERTY LINE. 13) BRASS NIPPLE 14) 2' THREADED BRASS NIPPLE (12' LONG) 15) SCHEDULE 40 2' PVC CAP. REMOVED WHEN CONNECTION MADE TO CUSTOMER LINE. ITEI AlL FITTINGS SHALL BE BRASS. 16) 4' X 4' X 8' CONCRETE BLOCK SUPPORTS. IF USING 1-1/2' METER, ALL PARTS 17) 2' RESILIENT WEDGE GATE VALVE (F.I.P. X F.I.P.). ULFM APPROVED, SHALL BE I-1/2' EXCEPT THE 2' WEDGE FUSE BONDED EPDXY COATED BODY AND BONNET, WEDGE FULLY ENCAPSULATED WITH RUBBER AND WITH 2' AWWA OPERATING GATE VALVE WITH BRASS BUSHINGS NUT. EQUAL TO CLOW F-6103, 18) 2—PIECE VALVE BOX. TOP SECTION TO BE RICH 940 STYLE 18' WITH REGULAR BASE SECTION. LENGTH TO FIT. �: TY :: .0 j: D . . REVISIONS STANDARD D ETAI L yam By Un 1-1127- 2" WATER SERVICE INSTALLATION 1890-1990 CAU 7/24/01 SCALE NTS DWG NO. E7.6.1 ' EX. SSMH #71 RIM 103.57. IE 8" 95.07 -- _-_--_---= G------�-- - - D– D 12"0 \ D , S Lk S S 304LF " b,SS=2.1 % / S T_ JRR ENGINEERING, INC. DATE: 10/22/01 DRAWN: DJP CHECKED: RKR FILE NAME: C-4S&W.DWG 1/22/02 PER CITY REVIEW COMMENTS RKR No. DATE REVISION APP'D DATE PREPARED: OCTOBER 22, 2001 (zoot Oz (FOR FUTURE DEVELOPMENT) VPLACE 2X4 AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO INSURE 3 FEET EXTENDS ABOVE GRADE. PAINT TOP 18 INCHES WHITE. IN 3 INCH HIGH LETTERS STENCIL THE NUMBER OF EVEN FEET FROM GROUND ELEVATION TO THE SEWER STUB INVERT. 8 GAUGE WIRE TO BE DOUBLE , WRAPPED AROUND PIPE AND 2X4 LAMPHOLE COVER TO BE PLACED AT FINISHED GRADE (SEE STD SEWER CLEANOUT DETAIL) 6" WYE AND 45* BEND 6" LATERAL SEWER UNE 6" TEE SLOPE- 2% MIN. TO 5030 MAX POSSIBLE SEWER MAIN �-� LOCATION RUBBER JOINT BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG NOTE: POSSIBLE 1. WHEN TAPPING INTO EXISTING MAIN SEWER MAIN AN INSERTA-TEE SHALL BE USED. 22.5* OR� LOCATION PLACEMENT OF TEE SHALL DEPEND 45* BEND ON DEPTH OF SEWER MAIN. AS A / MINIMUM, THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE. 2. IF CONNECTING SIDE SEWER TO EXIST CONCRETE LATERAL, A CONCRETE/PVC ADAPTER SHALL BE USED AND SECURED PER MFGR'S INSTRUCTIONS. EDMONDS STANDARD DETAIL TYPICAL SIDE SEWER NOT TO SCALE W Z RESIDENCE I W a. 10 CLEANOUT WITH 45* a BEND AND CAP CLEAN OUTS CLEANOUT (WYE WITH CAP AND LAMPHOLE COVER) 12"+/- �- WATER TIGHT CAP RISER 12" PVC SLEEVE 6" RISER/T 6 » ff qq,,�� Ai%BDBEND 6" CITY STUB 4" OR 6" SIDE SEINER CLEAN OUT DETAIL AT PROPERTY LINE LAMPHOI Z W 4" OR 6" SIDE SEWER —' GENERAL CLEANOUT DETAIL 12'+1 - ASPHALT SURFACE LAMPHOLE COVER (OLYMPIC FOUNDRY CO) 6" RISER MODEL 5931 OR EQUAL 12" PVC SLEEVE PVC CAP NOTE: SIDE SEWER JOINTS SHALL BE TYPICAL CL NOUT UNDER ASPHALT GASKETED OR CONCRETE EDMONDS STANDARD DETAIL CITY of EDMONDS APPROVED FOR CONSTRUCTION Y/I2/0 CITY ENGINEER DATE SHEET 11TLS: GARDEN COTTAGES SEWER AND OWNER: JOHN GARBE WATER PLAN 12616 49TH AVE. W MUKILTEO, WA 98275 JOB NUMBER: (425)745-8613 SHEET 01-11B ENGINEER: JRR Engineering, Inc. C-5 CLIENT NO.. 18609 76th Ave. W., Ste. B, Lynnwood, WA 98037 of 01-11 (425) 697-5108 FAX 697-4506 SHEEN — I — �I 0I uI JI Q DCI /%/%ATC \ICTCcs,,Tri A" OCIJIAIn AICW W GROUND/ROADWAY z ---------,--------------� 1 6 O Z GROUND/ROADWAY 0 o z 12iI ii o l� ♦ (u 4D NOTEi SERVICE TAP TO MAIN SHAD. BE ANGLED AND NOT EXCEED 22 DEGREES Q 16 1) 2' (IP THREAD) DOUBLE STRAP SADDLE EQUAL TO ROMAC STYLE 202 IS REQUIRED REGARDLESS OF PIPE MATERIAL FFS�MM Q2) 2t BRASS CORP. CC X MIPT. STEEL 3) 2- 2' BRASS STREET ELLS FOR SWING JOINT C.I. OR D.LP. 4) IPS POLY HI -MOL PIPE (160 PSI) DRISSCO PIPE. CONNECTION TO MAIN SHALL BE 1-1/2' CORPS AND SADDLE WITH FORD FEMALE IRON PIPE SIZE PACK JOINT FITTING. 5) WRAP AREUND SOLID COREASSAT IBOTH (TRANCE NDS. WIRE). STRIP PLASTIC AND 6) 2' STAINLESS STEEL STIFFNER AND 2' MIPT X IPS PAC JOINT 7) BALL VALVE (IRON PIPE SIZE) CURB STOP. S> BACK SIDE OF METER BOX SHALL BE SET AT THE PROPERTY LINE. NOTEe(METER BOXES SHALL NOT BE PLACED IN DRIVEWAY AREAS). 9) 2' BRASS 900 BEND 10) WATER METER— TO BE SUPPLIED BY THE CITY 11) 2' METER SETTER WITH HIGH BYPASS EQUAL TO FORD DRAWING #A-95147-01. VERT. IN, VERT, OUT. FLANGED BALL VALVE WITH LOCK WINGS. 12) STACK 2 METER BOXES%IN NON TRAFFIC AREAS BOX SHALL BE FOG TITE #2 OR EQUAL WITH CONCRETE COVER AND HINGED LID. IN TRAFFIC AREAS, BOX SHALL BE FOG TITE #2 WITH CONCRETE LID AND HINGED INSPECTION LID. PLACE BACK OF BOX AT PROPERTY LINE. 13) BRASS NIPPLE 14) 2' THREADED BRASS NIPPLE (12' LONG) 15) SCHEDULE 40 2' PVC CAP. REMOVED WHEN CONNECTION MADE TO CUSTOMER LINE. ITEI AlL FITTINGS SHALL BE BRASS. 16) 4' X 4' X 8' CONCRETE BLOCK SUPPORTS. IF USING 1-1/2' METER, ALL PARTS 17) 2' RESILIENT WEDGE GATE VALVE (F.I.P. X F.I.P.). ULFM APPROVED, SHALL BE I-1/2' EXCEPT THE 2' WEDGE FUSE BONDED EPDXY COATED BODY AND BONNET, WEDGE FULLY ENCAPSULATED WITH RUBBER AND WITH 2' AWWA OPERATING GATE VALVE WITH BRASS BUSHINGS NUT. EQUAL TO CLOW F-6103, 18) 2—PIECE VALVE BOX. TOP SECTION TO BE RICH 940 STYLE 18' WITH REGULAR BASE SECTION. LENGTH TO FIT. �: TY :: .0 j: D . . REVISIONS STANDARD D ETAI L yam By Un 1-1127- 2" WATER SERVICE INSTALLATION 1890-1990 CAU 7/24/01 SCALE NTS DWG NO. E7.6.1 ' EX. SSMH #71 RIM 103.57. IE 8" 95.07 -- _-_--_---= G------�-- - - D– D 12"0 \ D , S Lk S S 304LF " b,SS=2.1 % / S T_ JRR ENGINEERING, INC. DATE: 10/22/01 DRAWN: DJP CHECKED: RKR FILE NAME: C-4S&W.DWG 1/22/02 PER CITY REVIEW COMMENTS RKR No. DATE REVISION APP'D DATE PREPARED: OCTOBER 22, 2001 (zoot Oz (FOR FUTURE DEVELOPMENT) VPLACE 2X4 AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO INSURE 3 FEET EXTENDS ABOVE GRADE. PAINT TOP 18 INCHES WHITE. IN 3 INCH HIGH LETTERS STENCIL THE NUMBER OF EVEN FEET FROM GROUND ELEVATION TO THE SEWER STUB INVERT. 8 GAUGE WIRE TO BE DOUBLE , WRAPPED AROUND PIPE AND 2X4 LAMPHOLE COVER TO BE PLACED AT FINISHED GRADE (SEE STD SEWER CLEANOUT DETAIL) 6" WYE AND 45* BEND 6" LATERAL SEWER UNE 6" TEE SLOPE- 2% MIN. TO 5030 MAX POSSIBLE SEWER MAIN �-� LOCATION RUBBER JOINT BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG NOTE: POSSIBLE 1. WHEN TAPPING INTO EXISTING MAIN SEWER MAIN AN INSERTA-TEE SHALL BE USED. 22.5* OR� LOCATION PLACEMENT OF TEE SHALL DEPEND 45* BEND ON DEPTH OF SEWER MAIN. AS A / MINIMUM, THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE. 2. IF CONNECTING SIDE SEWER TO EXIST CONCRETE LATERAL, A CONCRETE/PVC ADAPTER SHALL BE USED AND SECURED PER MFGR'S INSTRUCTIONS. EDMONDS STANDARD DETAIL TYPICAL SIDE SEWER NOT TO SCALE W Z RESIDENCE I W a. 10 CLEANOUT WITH 45* a BEND AND CAP CLEAN OUTS CLEANOUT (WYE WITH CAP AND LAMPHOLE COVER) 12"+/- �- WATER TIGHT CAP RISER 12" PVC SLEEVE 6" RISER/T 6 » ff qq,,�� Ai%BDBEND 6" CITY STUB 4" OR 6" SIDE SEINER CLEAN OUT DETAIL AT PROPERTY LINE LAMPHOI Z W 4" OR 6" SIDE SEWER —' GENERAL CLEANOUT DETAIL 12'+1 - ASPHALT SURFACE LAMPHOLE COVER (OLYMPIC FOUNDRY CO) 6" RISER MODEL 5931 OR EQUAL 12" PVC SLEEVE PVC CAP NOTE: SIDE SEWER JOINTS SHALL BE TYPICAL CL NOUT UNDER ASPHALT GASKETED OR CONCRETE EDMONDS STANDARD DETAIL CITY of EDMONDS APPROVED FOR CONSTRUCTION Y/I2/0 CITY ENGINEER DATE SHEET 11TLS: GARDEN COTTAGES SEWER AND OWNER: JOHN GARBE WATER PLAN 12616 49TH AVE. W MUKILTEO, WA 98275 JOB NUMBER: (425)745-8613 SHEET 01-11B ENGINEER: JRR Engineering, Inc. C-5 CLIENT NO.. 18609 76th Ave. W., Ste. B, Lynnwood, WA 98037 of 01-11 (425) 697-5108 FAX 697-4506 SHEEN nAM 0 ZIT, ryj W M OF SEC. 24, TWN, 27 N., R. 3 E., W.M. DUCTILE IRON FRAME AND SLOTTED GRATE DEPRESSED .1' BELOW ELEV. SHOWN ON PLANS GRATES SHALL BE MARKED: STORM GROUT FRAME SLOPE LOPE - CONCRETE RISER TO CATCH BASIN 3" MIN CORRUGATED MET�L 1 NOTED OTH RWISE. I °jiL GROUT PRECAST CONCRETE CATCH N PLACE 4„ MIN. (NP, BASIN TYPE 1 OR TYPE 1L CONCRETE INLET � D TYPE 2 SIMILAR. FOUNDATION GRAVEL AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. UNDISTURBED EARTH. I CATCH BASIN TYPE 1 TYP I NOT TO SCALE TRENCH EDGES MUST BE SAW -CUT AND TACKED PRIOR TO FINAL TRENCH PATCH MAX TRENCH PATCH PAY WIDTH (SEE TABLE BELOW) ------------------ ------------------ ------------------ 3” MIN DEPTI AC TRENCH F I CL 'B' 'ATCH 3" MIN. =" CLEARANCE rim EXISTING OR �% ANEW UTILITY --CEMENT CONC. CLASS 2000 ,A 4" MIN. ��\ ° e • a /\ PIPE UNDISTURBED TRENCH EARTH WIDTH urluTY 12" CROSSING MIN 14 1 1 i NOTES: 1. CONTRACTOR SHALL PROVIDE CONCRETE PIPE ENCASEMENT WHERE NECESSARY TO TO PROTECT EXISTING UTILITIES IN THE EVENT THAT A 6" SEPARATION CANNOT BE PROVIDED. CONTRACTOR SHALL BECOME FAMILIAR WITH THE DRAWING TO ANTICIPATE CONFLICTS AND PROVIDE AND INSTALL CONCRETE ENCASEMENT WHERE NECESSARY. PIPE CRADLE DETAIL NOT TO SCALE ALUMINUM ROD,12" ROUND STOCK HANDLE TO BE 1 " MAX. FROM RIM WITH GATE DOWN. LIMIT OF PIPE ZOP IMPORTED MATERIAL REQUIRED PER SPECIFICATIONS AND TYPE OF PIPE FOUNDATION LEVEI 14" PIPE BASE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES 3. COMPACT BEDDING MATERIAL TO 95X MAX DENSITY EDMONDS STANDARD DETAIL PIPE BEDDING NOT TO SCALE 6" MIN DEPTH 5/8" CSTC 48"0 FLAT TOP W/ CAST IN RING ................................. AND ROUND SLOTTED COVER WITH ROUND SLOTTED COVER LOCKING BOLTS, UNLESS OTHERWISE MARKED "STORM" APPROVERIM 96 OD CITY. : z WITH LOCKING BOLTS. o BACKFILL MATERIAL R _ O0 RIM EL 96.21 0 (SEE NOTE BELOW) N ± OVERFLOW ELEV. TO +' R PROVIDE DETENTION P V = D OIL SEP `O — MA)(. ly,� :'. 74 LFA 35" SPAN x 24" RISE, CORRUGATED PIPE—ARCH MAX. W.S 23 LF, 35" SPAN x 24" RISE, CORRUGATED PIPE -ARCH .:94.90 EL 94.90 1 o' v v 2" IN WALL AT MAX. BOLTED OR IMBEDDED PIPE 1" POLY COATED) TYPE 1" (POLY COATED) TYPE SUPPORTS: 3"x.090 GAGE 3' n MANHOLE STEPS LOCATED MANHOLE STEPS LOCATED / z // �// // / // // S PPORTSMINIMUM OF TWO o lJ AT 12 O.C. " AT 12" O.C. 0 S SPECIFICATIONS N ///// SECONDARY • ELBOW CLEANOUT SHEAR GATE. DETENTION PIPE ®0.5096 REFER T P // RESTRICTOR: SEE DETAIL (PER WSDOT STD. B-3) -', FOR TYPES OF PIPE a_ /// // / // k BELOW. a 12"0 CMP 2'— 0" S-0.596 MIN. ,DETENTION PIPE 00.50x S-.005 R INVERT ELEV. 92.34 uj z D: IE 92.34 NOTE: cv REFER TO CITY OF EDMONDS MODIFICATION TO THE STANDARD SPECIFICATIONS FOR TYPE AND GRADATION. RESTRICTOR PLATE W/ , 0.72 -0 ORIFICE (FRACTIONAL � z EQUIVALENT 23/32') SHARP Ile,I TABLE 1: MAX TRENCH PATCH PAY WIDTHJ EDGED SHOP DRILLED N TRENCH DEPTH PAY WIDTH 1'-4'40 4'-10' 60" " CONTROL STRUCTURE. 54-0TYPE 2 (CB 92) " 10'-20' 72" I EDMONDS STANDARD DETAIL TYPICAL TRENCHSECTION NOT TO SCALE 6" EXTRUDED 11'-0" MIN. PAVED SURFACE CONCRETE CURB PRIVATE ROAD/DRIVEWAY 5.5' CENTERLINE 5.5' _.1 P.' MIN. -4" CONCRETE CEMENT PAVEMENT (2500 PSI) WITH ARCHITECTURAL FINISH PER PLAN. 4" MIN. COMPACTED DEPTH, CRUSHED SURFACING TOP COURSE REMOVE DELETERIOUS MATERIAL AND COMPACT AS REQUIRED TO OBTAIN 92% OF MAXIMUM DRY DENSITY BY ASTM D-1557 (MODIFIED PROCTOR). AI 1%1 ®n 1 NOT TO SCALE EL 12"0 CMP RISER REMOVABLE WATERTIGHT COUPLING OR FLANGE ORIFICE IE. 93.19 ELBOW 4" MAX. _ RESTRICTOR PLATE W/ .83"0 ORIFICE SHARP -EDGED SHOP DRILLED DETENTION PIPE ELBOW RESTRICTOR NOT TO SCALE IE 92.71 VOLUME REQUIRED (584 CF) VOLUME PROVIDED (600 CF) ROUND SLOTTED COVER 7 --- MARKED "STORM" • WITH LOCKING BOLTS, 00 RIM EL 99.0 2LF 24"0 CMP MAX. W.S. EL 94.90 GROUT PIPE IN PLACE 12"0 CMP, S-2% `- IE 93.90 IE 92.90 1" POLY COATED) TYPE MANHOLE STEPS LOCATED AT 12" O.C. D, b CB J4. TYPE 2. 48 .cls: - 1*NEW PIPE SHALL BE 12" 0 CMP UNLESS NOTED OTHERWISE. 2. METAL PARTS SHALL BE CORROSION RESISTANT. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT #1 OR BETTER. 3. FRAME AND LADDER OR STEPS SHALL BE OFFSET SO CLEANOUT GATE IS VISIBLE FROM TOP, AND CLIMB DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. 1 -DETENTION PIPE ELEVATION NOT TO SCALE CITY of EDMONDS APPROVED FOR CONSTRUCTION CITY ENGINEER DATE A PORTIONI OF SEC. 24, TWN. 27 N., R. 3 E., W.M. AQ GENERAL NOTES 1. All work and materials shall be in accordance with these Plans and Specifications, City Design & Construction Standards and Specifications and Washington State Department of Transportation 2000 Standard Specifications for Road, Bridge, and Municipal nicipal Construction-(WSDOT). 2. Prior to any site construction to include clearing/logging or grading the site/lot clearing limits shall be located and field identified. 3. All work within the site and City right-of-way (R.O.W.) shall be subject to the inspection of the City inspector or a designated representative. Prior to any site work, the Contractor shall contact the Engineering Division at (425) 771-0220, ext. 1326, to schedule a pre construction conference. Field changes (revisions) will require engineered as-builts be supplied prior to site approval. i 4. The temporary erosion/sedimentation control measures shall be constructed prior to any grading or extensive land clearing in accordance with the approved temporary erosion/sedimentation control plan. The Contractor is responsible tosatisfactorily maintain these facilities until construction and landscaping is complete and the potential for on-site erosion has passed. 5. Trench backfill of new utilities and storm drainage facilities shall be compacted to the percentage of maximum density (modified proctor) as indicated on these plans. 6. Noncompliance with erosion control requirements, water quality requirements, or clearing limits may result in violations and/or revocation of project permits, an approval, and bond foreclosures. AQ STORM DRAINAGE NOTES 1. Unless otherwise noted, all storm drainage (SD) pipe shall be corrugated high density polyethylene pipe (CPEP) with smooth interior. CPEP shall be ADS N-12 or Hancor Hi -q or equal as approved by the city prior to construction. Where other !pipe is indicated, it shall be concrete pipe (CP) nonreinforced, ASTM C-14 (24" diameter and Ilarger to be reinforced ASTM C-76), or corrugated metal pipe (CMP). CMP to be galvanized steel with treatment 1 asphalt coating or better. All CP and CMP shall have rubber gaskets. Minimum coverage requirements for pipe shall be per manufacturer's requirements. 2. All pipe shall be placed on stable earth, or if the existing foundation is unsatisfactory, the Contractor shall over excavate and backfill with a gravel material as necessary to support the, pipe. 3. Pipe backfill shall be placed equally on both sides of the pipe or pipe -arch in layers with a loose average depth of 6", maximum depth 8", thoroughly tamping each layer. These compacted layers must extend for one diameter on each side of the pipe or to the side of the trench. Materials to complete the fill over pipe shall be as shown on the plans and indicated. in these and the referenced specifications. I 4. All grates (inlet and catch basin) shall be depressed 0.1 feet below `pavement level. 5. All catch basins shall conform to WSDOT Standard Type 1, unless oth1erwise noted. 6. The Contractor shall be responsible for adjusting all manhole, inlet, old catch basin frames and grates just prior to pouring of curbs and paving. 7. All catch basins with a depth over 5.0 feet to the flow line shall be a Type 2 CB. 8. All catch basins shall have locking lids. 9. Standard ladder steps shall be provided in all catch basins/manholes! exceeding 5 feet in depth. I 10. Catch basins shall have standard cast iron frame and grates and shall be Olympic Foundry or approved equal. Catch Basins in the City right-of-way shall have vaned grates. I 11. All storm drain work must be staked for line and grade prior to starting construction. 12. Storm drainage stub outs shall be marked with a 2x4 and labeled "STORM." Locations of these installations shall be placed on the Record Drawings and submitted to the City. 13. Storm water retention/detention facilities, storm drainage pipe and catch basins shall be flushed and cleaned prior to City of Edmonds acceptance. I 14. Prior to any site work pertaining to drainage, the Contractor shall contact the City of Edmonds to schedule an inspection. 15. The drainage system shall be installed in accordance with the approved plan. 16. One set of approved drainage plans shall be on-site at all times for.; drainage inspection. 17. No part of the drainage system shall be covered, concealed, or put into use until it has been tested, inspected, and accepted by the City. 18. Stencil storm drain grates with "DUMP NO WASTE, DRAINS TO STREAM". Q SITE GRADING AND T.E.S.C.P. NOTES 1. All site work must comply to Appendix 33 of the Uniform Building CoIde. (1997. edition). 2. The Temporary Erosion and Sedimentation Control System shall be installed and inspected by the Engineering Inspector prior to all other construction. I 3. If cut and fill slopes exceed a maximum of two feet horizontal to one foot vertical, a rock or concrete retaining wall may be required. All rock retaining walls greater than four (4) feet in height are to follow City specifications and to be designed and certified by a Civil Engineer experienced in soils mechanics. 4. As construction progresses and seasonal conditions dictate, the erosion control facilities shall be maintained and/or altered as required by the City Engineer to ensure continuing erosion/sedimentation control. r 5. Temporary siltation ponds and all temporary siltation controls shall be maintained in a satisfactory condition until such time that clearing and/or construction is completed, permanent drainage facilities are operational, and the potential for erosion has passed. 6. All disturbed land areas shall be stabilized as required by the City of Edmonds. See sheet C-2 7. Where possible, natural vegetation will be maintained for silt control. 8. Stockpiles are to be located in safe areas. and adequately protected by ;temporary seeding and .-d mulching. HYDROSEED preferred. s i 9. The public ROW shall be kept clean. Tracking of mud and/or debris from the site will result in work stoppage. OTEMPORARY GRAVEL CONSTRUCTION ENTRANCE 1. INSTALLATION: The area of the entrance should be cleared of all vegetation, roots, and other objectionable material. The gravel shall be placed to the specified dimensions. Any drainage facilities required because of washing should be constructed according to specifications in the plan. If wash racks are used, they should be installed according to manufacturer's specifications. 2. AGGREGATE: 4" to 8" quarry spall. 3. ENTRANCE DIMENSIONS: The aggregate layer must be at least 6 inches thick. It must extend the full width of the vehicular ingress and egress area. The length of the entrance must be at least 20 feet. 4. WASHING: If conditions on the site are such that most of the mud is not removed from vehicle tires by contact with the gravel, then the tires must be washed before vehicles enter a public road. Wash water must be carried away from the entrance to a settling area to remove sediment. A wash rack may also be used to make washing more convenient and effective. 5. MAINTENANCE: The entrance shall be maintained in a condition which will prevent tracking or flow of mud onto public rights-of-way. This may require periodic top dressing with 2 -inch stone, as conditions demand, and repair and/or cleaning of any structures used to trap sediment. All materials spilled, dropped, washed or tracked from vehicles onto roadway or into storm drains must be removed immediately. HYDROSEEDING' GENERAL NOTES 1. CONSTRUCTION ACCEPTANCE: Will be subject to a well established ground cover which fulfills the requirement of; the approved construction plans and these specifications. 2. All seeded areas shall be protected from trespass and trampling by erecting temporary fences, barriers, signs, and the like as required. Do not work in, over, or adjacent to seeded areas without proper protection and safeguards.. Seeded areas shall be kept moist until well- established, and showing a vigorous, uniform stand of grass. i' 3. All .disturbed surfaces within the site, or affected R.O.W., not otherwise covered by buildings, asphalt, gravel, concrete, mulch, or.- other plant material/landscape items as indicated on Plans shall be hydroseeded. Hydroseeding shall be in accordance with these plans and requirements of the City of Edmonds. Install seed, fertilizer, and mulch for hydroseed mix at the following application rates: Seed: 4 pounds per thousand square feet. Fertilizer: 12 pounds per thousand square feet. Mulch: 60 pounds per thousand square feet. Jute or excelsior matting shall be placed on all regraded slopes steeper than 2 1/2:1, regardless of whether slope is seeded or planted. 4. PREPARATION OF SURFACE: All areas to be seeded shall be cultivated to the satisfaction of the City Inspector. This may be accomplished by discing,. raking, harrowing or other acceptable means. 0 EXCAVATION, GRADING, AND FILL 1. Excavation, fill, and grading shall conform to the 2000 WSDOT Standard sp ,,-ifications, UBC Appendix 33, 1997 edition, and City requirements. Work shall proceed to the finished surfaces at the elevations and contours shown on the drawings. 2. Approximate locations of existing utilities have been obtained from available records and are shown for convenience. The Contractor shall be responsible for verification of locations and to avoid damage to any additional utilities not shown. If conflicts with existing utilities arise during construction, the Contractor shall. notify the .Engineer and any changes required shall be approved by the Engineer prior to commencement of related construction on the project. 3. Materials excavated in areas requiring cut grading may be used as fill if they meet the requirements for fill material outlined below. No boulders, concrete or asphalt chunks greater than 2" in its largest dimension may be used. Such material shall be disposed of off-site. 4. After clearing & grubbing is complete, the ground surface shall be prepared as follows: a. All areas to be surfaced with pavement, concrete, walks or steps, and building slabs shall have the top 12" of existing soils stripped and recompacted to at least 95% of the maximum density determined by ASTM D-1557 (Modified Proctor). b. Prior to recompaction of the stripped material all areas shall be proof rolled in the presence of the geotechnical engineer of the Owner's choice. Any areas deemed unsuitable by the geotechnical engineer shall be overexcavated and replaced with compacted fill material at an agreed unit price based on truck measure of re,placement fill. 5. Imported fill shall be free -draining granular material without organics, and shall conform to WSDOT Section 9-03.10 for Gravel Base, 9-03.14 for Gravel Borrow, or alternate material approved by the Engineer in writing prior to its use. Fill shall have no more than 5% passing the #200 sieve. 6. Submit samples of proposed fill material for testing for the determination of the optimum moisture - density relationship per ASTM D-1557 (Modified Proctor), prior to any filling or overexcavation and replacement. 7. Place fill in 10" thick maximum lifts (loose) and compact to 95% of the maximum dry density per ASTM D-1557 (Modified Proctor). 8. Compact all fill using suitable compaction equipment. 9. Add moisture to the soils or scarify to dry soils as necessary to achieve specified compaction. 10. Contractor is responsible for soil and compaction testing in conformance with these specifications. 11. Soils may also be tested by Owner. 12. Contractor shall strip and re -compact all soils not meeting specified compaction at no additional cost to Owner. 13. For placement of ballast, gravel base, and/or crushed surfacing beneath Asphalt Concrete Paving (ACP), refer to the typical pavement section sheet C-6. JRR ENGINEERING, INC. SCALE: AS SHOWN DATE: 10/22/01 DRAWN: DJP CHECKED: RKR FILE NAME: C-6SPC.DWG MAINTENANCE OF SILTATION BARRIERS 1. Siltation Barriers shall be inspected immediately after each rainfall and at least daily during prolonged rainfall. Close attention shall be paid to the repair of damaged bales, end runs and undercutting beneath bales. Necessary repairs to barriers or replacement of bales shall be accomplished promptly. Sediment deposits should be removed after each rainfall. They must be removed when the level of deposition reaches approximately one-half the height of the barrier. Any sediment deposits remaining in place after the straw bale barrier is no longer required shall be dressed to conform to the existing grade, prepared and seeded. ,&ASPHALT CONCRETE PAVING 1. Materials and workmanship shall conform to the 2000 WSDOT Standard Specifications. Contractor should possess and be familiar with these Standard Specifications. 2. Paving work shall consist of new Asphalt Concrete Pavement. (ACP) as shown on the approved drawings. 3. All edges of existing ACP shall be sawcut to provide for neat joints with new asphalt or other surfaces where new grades meet existing. Removed asphalt chunks shall be disposed of off site in an approved manner, or broken into pieces with 2" maximum dimension and compacted within the fill greater than 6" below subgrade. 4. Class "B" Asphalt Concrete Pavement shall be furnished and placed in conformance with the materials, methods, and tolerances of the WSDOT Standard Specifications Sections 5-04.1 through 5-04.3(21). Final compacted depth of asphalt concrete pavement shall be a minimum of 2" or as shown on the approved plans. ,& PAVEMENT MARKINGS 1. Paint striping shall be accomplished as indicated on the approved plans and details. 2. Unless otherwise noted, painted stripes shall be 4" in width. 3. Striping paint shall be as listed in these specifications, or one of the following or an equal approved in advance by the Owner. Sherwin-Williams Pro -Mar Traffic Marking Paint White B29 W 1 Yellow B29 Y 2 OR Preservative Traffic Paint OR Norton/Morris Application shall be in accordance with manufacturer's directions. ,& WATER DISTRIBUTION 1. All materials shall be new and undamaged. Unless otherwise approved by the Engineer, the same manufacturer of each item shall be used throughout the work. Contractors shall furnish a watertight plug of the appropriate size which shall be installed in the end of the water main anytime work is delayed or stopped. 3. No connection to the existing mains will be allowed except by means of an epproved backflow prevention device prior to satisfactory flushing, testing, disinfection, and receipt of satisfactory bacteriological test results. 4. Service taps and meter installations will be made by City of Edmonds Public Works Department. 5. All work and materials must conform to City of Edmonds Standards. 6. The City of Edmonds Engineering Inspector must be notified at least 24 hours prior to commencing construction. 7. The Owner or the Owner's authorized agent shall notify Utilities of a person who can be contacted regarding problems during construction on a 24 hour basis. OSANITARY SEWER NOTES 1. Sanitary sewer pipe to be PVC conforming with ASTM D-3034, SDR 35. Pipe bedding shall comply with City of Edmonds requirements. 2. All manholes shall have a .10 foot drop between invert in and invert out unless otherwise specified. 3. All manholes shall have locking covers. 4. Side sewer locations to be verified in the field prior to construction. 5. All new manholes shall conform to City of Edmonds requirements. 6. All side sewers shall be capped with a watertight plug and shall be marked for location with a 2"x 4" board, painted white, marked. "sewer" and noting the depth of the stub. 10 gauge locator wire is required on all plastic pipe. 7. All testing and connections to existing mains shall be done in the presence of a representative from the City of Edmonds. 8. Sewers shall be pressure tested per City of Edmonds requirements. Tests will be at a minimum of 4 psi for 15 minutes. 9. The contractor shall install, at all connections to existing downstream manholes, plugs to prevent foreign debris from entering existing system. The plug shall remain in place until final inspection and after the debris is pumped from the structure. 10. All sewer pipe shall be placed on stable earth. Where the existing foundation is unsatisfactory it shall be excavated below grade and backfilled as required by the City of Edmonds. Sewer bedding shall be placed to proper grade and shall provide unyielding continuous support for the pipe. I 1/22/021 PER CITY REVIEW COMMENTS RKR No. DATE I REVISION I APP'D DATE PREPARED: OCTOBER 22, 2001 tad L 3dZ CITY of EDMONDS APPROVED FOR CONSTRUCTION CITY ENGINEER DATE SHEET TITLE: GARDEN COTTAGES NOTES AND OWNER: JOHN GARBE SPECIFICATIONS 12616 49TH AVE. W MUKILTEO, WA 98275 JOB NUMBER: (425)745-8613 01-11B ENGINEER: JRR Engineering, Inc. CLIENT NO.: 18609 76th Ave. W., Ste. B, Lynnwood, WA 98037 01-11 (425) 697-5108 FAX 697-4506 SHEET C-7 OF 7 SHEETS Plant twice ball N 'rune diseased and ;Token branches 6 gaugqe steel wire :hrov clear vinyl lose %elow first crotch 2x2 wooden stakes securely driven into 3rovnd. Stain brown. later basin with 2" mulch inglazed planting pit sVff ace /2 topsoil, 1/2 native soil, ,4ater thoroughly, fertilize DECIDUOUS TREE PLANTING DETAIL No Scale rune diseased and A broken branches Hater basin with mulch ............ ll 11fertilize as reqd � 1 14-.1 ............... I JI• I IIII j?Il�l C:: ILS ii Flantincl hole, min. twice, 6Tze, of root ball 11 � II II'I II I II II 1�1-�I�1�"11 • PLANTING DETAIL No Scale NOTES I. Svbgrades, including berms, to within 1/10th foot provided by General Contractor unless otherwise noted. 2. Subgrade shall be scarified or rototilled if conditions require. 5. 4" depth 5 -way topsoil or equal in all planting areas. 4. 2" depth fine grade bark mulch in all planting beds. 5. All plant material shall be healthy, full and conform to USA standard nursery stock, latest edition. 6. Plant material or size or kind not available may be --substituted only with approval of Landscape Architect or . Owner. 7. All mass plantings shall have triangular spacing. 8. All tree pits shall be inspected to insure proper drainage. q. Positive drainage shall be maintained. Mound planting areas minimum 12". 10. Shrubs and trees minimum 42" from curb for car overhang unless wheelstops noted. II. 8" wide bark mowing strip where lawn is adjacent to building. 12. Landscape Contractor shall maintain site until final inspection and acceptance by Owner. T LIST SYMBO12 BOTANICAL / COMMON La LAWN / PLANTING BED DETAIL No Scale -o - 2" mulch I f GROUND COVER SPACING DETAIL No Scale- Triangular Spacing runus cerosifero ' Newport ' / Newport f=lowering Plum 2" Gal. E34E3 O G rnus f lorido ' Cherokee Chief ' / Cherokee Chief Dogwood 2" Gal. B$ B or circinatum / Yine Maple -l', 5 cane min. 545 • � Rhododendron variety 2-1" min. %) 1/iburnum davidii 2 gallon 0Thu a O. ' Emerald Oreen ' / Emerald Oreen Arborvitae 6 min. E34 B Azalea variety pink 2 gallon Azalea variety white 2 gallon Azalea dwarf variety red 2 gallon OPrunus L. 'Otto Luyken ' / Otto Luyken Laurel 21" min. Q Buxus M. ' Winter Oem ' / Hinter Oem Boxwood 15" min. �+ Nandina domestica / Heavenly Bamboo 5 gallon O Ilex crenato ' Oreen Island ' / Oreen Island Japanese Holly 12" min. a 12" O.G. + Wisteria f loribundo / Japanese Histeria 5 gallon Vinca minor / Periwinkle 4" pots 15" O.G. Gotoneaster dommeri / Bearberry Gotoneaster 4" pots ® 18" O.G. Cerostium tomentosum / Snow in Summer I gallon 24" O.G. Sodded Lawn >psoil bed APPROVrED BY PLANNING r -dam: W W (Z to UA M X6.6. Pia„ 1. be Mai,fibd So Aaf j Co, K,-5 ,r kik 1�-n CAW, POD U� �-a �•l� �-t�5 • LANDSCAPE PLAN SCALE: i LLI J ePtAc6s uviLl(it C(.q ECEIVED AUG 0 0 2002 PERMIT COUNTER m � � N.! �",t` • { � t X 1 �� 4 � i'� � m � � SITE( PROJECT INFORMATION .A SITE ADDRESS: 614 BELL ST. EDMONDS, WA 98020 EXISTING USE: SINGLE FAMILY RESIDENCE PROPOSED USE: SIX TOWNHOME UNITS MAX. BLDG. HEIGHT: 30' (CURRENT ZONING) PROP. BLDG. HEIGHT: 29.25' (SEE HEIGHT CALCS, SHEET A-0) p SEWER PURVEYOR: EDMONDS WATER DISTRICT WATER PURVEYOR: EDMONDS WATER DISTRICT ELECTRICAL SERVICE: SNOHOMISH CO. PUD NO. 1 TELEPHONE SERVICE: GTE NATURAL GAS: PUGET SOUND ENERGY REFUSE SERVICE: WASTE MANAGEMENT NW SITE AREA: 9892 SF (0.227 ACRE) BUILDING AREA: 6 UNITS AT 589 SF 3534 SF DECK AREA: 500 SF PAVED AREA: 3765 SF COVERAGE: BUILDING: .36% i TOTAL IMPERVIOUS: 79% I a LANDSCAPING: AS REQ'D BY LANDSCAPING PLAN 1 ENGINEER RESPONSIBLE FOR EROSION CONTROL RONALD K. RIACH, P.E. WORK PH. (425) 697-5108 WORK FAX (425) 697-4506 CELL PH. (425) 308-5049 EMAIL: HELPOJRRENGR.COM GENERAL NOTES: THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION, AND SHALL CALL THE i UTILITIES UNDERGROUND LOCATION CENTER AT (1-800-424-5555) TWO WORKING DAYS BEFORE BEGINNING EXCAVATION. ALL i EXISTING UTILITIES MAY NOT BE SHOWN ON THE PLANS. THOSE UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL USE DUE CARE AND CAUTION DURING EXCAVATION FOR NEW UTILITIES AND ALL COSTS OF IDENTIFYING, MAINTAINING, I PROTECTING, STABILIZING AND/OR REPAIRING SAID UTILITIES, SHALL BE INCLUDED IN THE PROJECT BID AMOUNT. CONTRACTOR SHALL RECORD THE LOCATION OF ALL EXISTING UTILITIES ENCOUNTERED AND IMPROVEMENTS INSTALLED DURING CONSTRUCTION ON THE RECORD DRAWINGS. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID EROSION/SEDIMENTATION DURING CONSTRUCTION. MATERIAL TO BE REMOVED FROM THE SITE SHALL BE DISPOSED OF BY THE CONTRACTOR IN A MANNER CONSISTENT WITH STATE - AND LOCAL REGULATIONS UN LESS OTHERWISE AGREED, NO SEPARATE PAYMENT WILL BE ALLOWED FOR REMOVAL OR i DISPOSAL OF MATERIAL. ALL WORK ASSOCIATED WITH THIS TASK SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. THIS PLAN SHEET IS NOT INTENDED TO SHOW ALL ITEMS TO BE CONSTRUCTED. THE CONTRACTOR IS DIRECTED TO REVIEW ALL ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, AND THE FOLLOWING CIVIL SHEETS FOR ADDITIONAL CONSTRUCTION ITEMS. PORTION OF THE NE 1/4 OF THE SW 1/4 OF SEC. 24, TWN. 27 N. R. 3 E01 W,M. / CB #1 D D D D D D D D D D D D D -- I:? CP / NOTE: REPLACE / BELL STREET / / DRIVEWAY CURB AND GUTTER AS DETERMINED BY / DRIVEWAY STA 0+00 / STA 1+43.33 / - - - - o0 659.95 MEAS. THE CITY INSPECTOR. EX. ASPHALT i� / f no \ o 2 - - - S 89'57'09" E \ \ .t1 +43.33 PAINT CURBING AT \ 6 3 SIDES OF EXIT: \ MATCH EXISTING Ln 2-0 WATER SERVICE W/ 10 WEST SIDE \ ELEVATION 6 STANDARD DRIVEWAY ENTRANCE WATER METER` INSTALLED BY �` \ 5' EAST SIDE 0 II PER STANDARD DETAIL E2.26, \ PAINT CU RING AT V) FTYP. 2, PLACES EDMONDS PUBLIC WORKS 96 J I SIDES OF E NCE:5' CONC. WALK,Ab coMPu�rrr 3'x3' ADA COMPLIANT MAIC EXISTING Q 5 WES� SIDE 't W/ ARCH. FINISH. TREE GRATE PER MATCHEXISTING WO EAST SIDE TYP___ V. 4 PLACES.Ta ILBOX LANDSCAPING PLAN ELEVATION \ M I o W W - _ \ _ CITY iN&PECTvP, tN FIE(D RELOCATE METER - TO 4" BEHIND NEW EWALK AS LANDSCAPE METER NO — C d -0_ A 47. A 4 7a . ON RETE E N 5C .PING' ST IP INSTAIl.L DO NOT SLD•d , ° d: �' NTEi�" SIGN ALS... °'• a .,•, ..m : ° a° .'d Q \ UNDERGROUND POWER TOB °. :° ' °PJC-KEt FE NCE. PROVIDED FROM EXISTING P0L ° •'d d' Cr • '' .T1fR', d 2'EX:' .CQNC .ETE SIDEWALK •'• ..' 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EDGE OF"PAVEMENT 99 9 ca AA GENERAL SITE PLAN — " OCONSTRUCTION SEQUENCE a NOTE LEGAL DESCRIPTION sC�LE: 1"�10' Q TOTAL SITE "IN—PLACE" 1.Schedule and attend Pre -construction meeting w/the City of Edmonds. A. LOTS 4 5, AND 6, BLOCK 98 PLAT OF CITY OF _GRADING Q U A N T I T I E S Call (425) 771-0220, ext. 1326. CALL DIAL -A -DIG ONE CALL AT EDMONDS, AS PER PLAT RECORDED IN VOLUME2 OF 1-800-424-5555 TWO WORKING PLATS ON PAGES 38 AND 39, RECORDS OF ESTIMATED CUT: 230( CY 2.Provide construction staking for limits of clearing, set DAYS PRIOR TO ANY EXCAVATION. SNOHOMISH COUNTY, SITUATE IN THE COUTY OF line and grade of utilities and miscellaneous structures SNOHOMISH, STATE OF WASHINGTON. ESTIMATED FILL: 41 0± CY as shown on these plans. NET: SUBJECT TO AND TOGETHER WITH ALL EASEMENTS, EXCESS MATERIAL TO BE TRANPORTED stemporary erosion and sedimentation control (TESC) measures as shown RESTRICTIONS, RESERVATIONS, AND RIGHTS OF OFF-SITE TO A COMMERCIAL MATERIALS as wn on these plans. RECORD IF ANY. YARD OR OTHER APPROVED FILL LOCATION. 4.Sawcut and remove pavement from areas to receive landscaping, building, or other improvements. CRITICAL AREAS NOTE JRR ENGINEERING, INC. THERE ARE NO WETLANDS OR OTHER CRITICAL AREAS AS yD K. h, j 5.Clear, grub and haul material from the site and dispose of as required., DEFINED BY CITY OF EDMONDS REGULATIONS INVOLVED ° ' g xa8 sl SHEET 11 �� kr� '�• WITH THIS PROPOSAL. GRADING LIMITS/SITE DISTURBANCE GARDE 6.Rough grade for proposed access and building construction, �•� L o _ GENERAL OWNER: JOHN GA drainage improvements, and utility alignments. TO INCLUDE ENTIRE SITE, APPROXIMATELY 100 FEET OF FRONTAGE IMPROVEMENTS ON BELL ST. AND SITE PLAN 12616 4' 7.Construct improvements as shown on the approved plans (drainage, APPROXIMATELY 210 FEET OF ALLEY IMPROVEMENTS AS MUKILTEa utilities, paving, etc.). = - SHOWN ON PLANS. SCALE: AS SHOWN o 2s s DATE: 5/18/01 Z 3/r'i tlZ PES: crrY REQIF-W COMMF_Nr� 12kR SSS �18TE4r1 ' ! foo - -,SUB NUMBER: (425)745 B.Perform final grading, cleanup and application of ground cover. I ZONAL E� I LESS THAN 5000 BOARD -FEET OF MERCHANTABLE DRAWN: DJP 1 2/1/02 PER REVIEW COMMENTS Zoaz • TIMBER WILL BE REMOVED FROM THIS SITE. RKR �' S 01-11 B ENGINEER. JRR Engineer 9.Remove TESC measures. CHECKED: RKRNo. DATE REVISION APP'D w ChIENT No.: 18609 76th EXPIRES: 10-25-2003 FILE NAME: C-1 CVR.DWG DATE PREPARED: MAY 18, 2001 01-11 (425) 697-5 , C-1 GENERAL SITE PLAN C-2 TEMPORARY EROS ION SEDT MENTATIO N / CONTROL & DEMOLITION PLAN C-3 GRADING AND DRAINAGE PLAN C- SITE - 4 PROFILES AND X SE CTIO N C-5 SEWER AND WATER IMPROVEMENTS C-6 MISCELLANEOUS DETAILS C-7 SPECIFICATIONS L-1 LANDSCAPE PLAN CITY of EDMONDS'I APPROVED FOR CONSTRUCTION ,z, y lzf(, 2 CITY ENGINEER DATE I 3' OFFSET TACK IN — LEAD PLUG W/SHINNER LS 29539 TYP, INSTALL 11OLFd SILT FENCE PEF DETAIL THIS SHEET REMOVE EX. WOOD FENCE BELL STREET ' / 659.95' MEAS. T - - S 89°57'09" E 00 �- EX. POWER POLE - _ _ 01 elf TO REMAIN INSTALL CONSTRUCTION ENTRANCE PER DETAIL THIS SHEET. s STREET SWEEPING MAY BE REQUIRED TO KEEP ROW CLEAN M A � 1 E , , rril, me, 1 4161,2ji XI-,- _ --__' CV x EXISTING CONCRETE ' rn STRUCTURE TO BE o * t REMOVED04 g o h X 1 96 " \ 96 J INSTALL "SIDEWALK CLOSED 11 = I AHEAD" SIGNS AT 6TH & INSTALL 50'f SILT FENCE PER DETAIL, THIS SHEET 01 PER AND STREET TO EAST. )x WRELOCATE WATER,SAWCUT LINE, METER. SEE SHEET 1.4 EACH EN EXISTING SIDEWALK TO BE REMOVED � I x I� EX. CONCRETE POND TO BE REMOVED USE EXISTING LOW AREA FOR STOCKPILE SURROUND W/SILT FENCE f i IF GRADES AT PERIMETER OF PILE REACH THE SIDEWALK ELEVATION. PORARY I EX. 2.5' MAX 'STOC PILE ARES I HT. CONC. WALL TO REMAIN EXISTING SIDEW-ALK. ` I I�0- TO' BE REMOVED J I 96____ ONpS EXISTING HOUSE TO BE w REMOVED PER CITY AND PUGET SOUND CLEAN AIR N' AGENCY REQUIREMENTS. o CALL (2206)689-4056. O 0 z v� 5 SEE SHEET C-1 FOR -'' GRADING VOLUME VV ;40" EXISTING BULKHEAD 1r TO BE REMOVED r EXISTING CONCRETE SLAB TO BE rn REMOVED rn — o EXISTING SHED TO BE REMOVED I'W: ti� EoM _\1 N 1 SCALE: 1 "a 10' HOUSE # 622 X /- EX. FENCE TO REMAIN EXISTING CARPORTS � '�, '�`�.NOTE: EXCAVATED MATERIAL WHICH TO BE REMOVED, CAN NOT BE STORED ON SITE WILL BE DISPOSED OF OFF-SITE AT A COMMERCIAL FACILITY. GARAGE NOTE: DUST CONTROL MAY BE REQUIRED DURING PERIODS OF DR INSTALL 30L6 ' NOTE: CAP EXISTING SEWER STUB A / ., WEATHER PROPERTY LINE AFTER DEMOLITION / SILT FENPE PER OF EXISTING STRUCTURE. �. DETAIL -THIS SHEETEXISTING CONCRETE SLA 3� OFFSET MAG �'� ` / ' T�6E- REMOVED" NAIL W/ WASHER 1 REMOVE 101 LF. _ LS 29539 TYP. ` V, / r _ 2'0 CP-,. \ �- - -' 99 /' PROVIDE CATCH r - - - -98 -- _ 98 2" BASIN SOCK. - X _x - - x - - x - - - _ - _-----3 11 E 9 .00 --- ------ S S S S S SI S S SS r ` \ PROVIDE CB FILTER PER ALLEY �I �'1� / RIM #8 -14C --Z' 00140 C I DETAIL, THIS SHEET. �I o IE 12" 98.3 — -MO 42 F.f. 9F"ACP '1�1 BURIED FABRIC SAWCUT AND RE VE 1_ _ _ NOT TO SCALE 0 TREES TO BE SAVED X TREES TO BE REMOVED Q 18.30.050 Development approval standards for erosion and sedimentation control (ESC) plan. A. ESC Minimum Requirements. All activ- ities necessitating a clearing or grading permit and all utility projects consisting of more than 500 lineal feet of trench excavation shall be required to control erosion and sediment dur- ing construction and to permanently stabilize exposed soil resulting from construction. Projects involving a critical area may also be required to comply with any combination of the ESC minimum requirements. Compliance will be demonstrated through the implementa- tion of an approved ESC plan. Guidelines for preparing ESC plans are provided in the man- ual. The plan must adiltess the following requirements: 1. ESC Minimum Requirement - Con- struction Access Route. Construction vehicle access shall be, whenever practical, limited to one route. Access points shall be stabilized with quarry spalls or crushed rock to minimize the tracking of sediment onto public roads. I£ sediment is transported onto a road surface, the roads shall be cleaned thoroughly at the end of each day. Sediment shall be removed from roads by shoveling or sweeping and be trans- ported to a controlled sediment disposal area within 24 hours. Street washing shall be allowed only after sediment is removed in this manner. 2. ESC Minimum Requirement - Stabi- lization of Exposed Areas. All soils exposed by land disturbing activities shall be stabilized by suitable application of BMPs, including, but not limited to, sod, hydroseeding, or other vegetation, plastic covering, or mulching. All BMPs shall be selected, designed, and main- tained in accordance with the manual. The exposed soils shall be stabilized according to an approved timetable. (Typically, no soils shall remain exposed for more than two days from October 1 through April 30 and no more than seven days from May 1 through Septem- ber 30). 3. ESC Minimum Requirement - Pro- tection of Adjacent Properties. Adjacent prop- erties shall be protected from sediment deposition by appropriate use of vegetative buffer strips, sediment barriers or filters, dikes or mulching, or by a combination of these measures and other appropriate BMPs. 4. ESC Minimum Requirement - Main- tenance. All erosion and sediment control BMPs shall be regularly inspected and main- tained by the owner to ensure continued per- formance of their intended function. All maintenance and repair shall be conducted in accordance with the manual. 5. ESC Minimum Requirement - Other BMPs. As required by the city, other appropri- ate BMPs to mitigate the effects of increased runoff shall be applied. 6. Erosion and Sediment Control Requirement - Underground Utility Construc- tion. The construction of underground utility lines shall specifically address the following: a. Erosion control for excavated and stockpiled materials; b. The placement of excavated mate- rial where consistent with safety and space considerations shall be placed on the uphill side of trenches; c. Trench dewatering systems (must discharge into sediment traps, sediment ponds, or other acceptable means); d. Tracking and spilling of materials on streets due to hauling; e. Daily cleanup and street mainte- nance. 7. Additional ESC Minimum Require- ments for Larger Developments. All new development and redevelopment that includes land disturbing activities of greater than, or equal to, one acre in addition to meeting the 4A, S t'TE minimum requirements set forth above shall •< I AGRE comply with ESC requirements listed below. 8. ESC Minimum Requirement - Delin- eate Clearing and Easement Limits. In the field, mark clearing limits and/or any ease- ments, setbacks, sensitive/critical areas and the buffers, trees and drainage courses. 9. ESC Minimum Requirement - Sedi- ment Trapping. Prior to leaving the site, storm water runoff shall pass through a sediment pond or sediment trap, or other appropriate BMPs. Sediment ponds and traps, perimeter dikes, sediment barriers, and other BMPs intended to trap sediment on-site shall be con- structed as a first step in grading. These BMPs shall be functional before land disturbing activ- ities take place. Earthen structures, such as dams, dikes, and diversions shall be seeded and mulched according to an approved timetable. 10. ESC Minimum Requirement - Cut and Fill Slopes. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. In addition, slopes shall be stabilized in accordance with ESC Require- ment No. 2. 11. ESC Minimum Requirement - Con- trolling Off -Site Erosion. Properties and water ways downstream from development sites shall be protected from erosion due to increases in the volume, velocity, and peak flow rate of storm water runoff from the project site. 12. ESC Minimum Requirement - Sta- bilization of Temporary Conveyance Channels and Outlets. All temporary on-site conveyance channels shall be designed, constructed and stabilized to prevent erosion from the expected velocity of flow from a two-year, 24-hour fre- quency storm for the developed condition. Sta- bilization adequate to prevent erosion of outlets, adjacent stream banks, slopes and downstream reaches shall be provided at the outlets of all conveyance systems. 13. ESC Minimum Requirement - Storm Drain Inlet Protection. All storm drain inlets made operable during construction shall be protected so that storm water runoff shall not enter the conveyance system without first being filtered or otherwise treated to remove sediment. 14. ESC Requirement - Removal of Temporary BMPs. All temporary erosion and sediment control BMPs shall be removed - within 30 days after final site stabilization is achieved or after the temporary BMPs are no longer needed. Trapped sediment shall be removed or stabilized on site. Disturbed soil areas resulting from removal shall be perma- nently stabilized. 15. Erosion and Sediment Control Requirement -Dewatering Construction Sites. Dewatering systems shall discharge into a sed- iment trap or sediment pond. 16. Erosion and Sediment Control Requirement- Control of Pollutants other than Sediment on Construction Sites. All pollutants other than sediment that occur on site during construction shall be handled and disposed of in a manner that does not cause contamination of storm water. 17. Erosion and Sediment Control Requirement - Financial Liability. Perfor- mance bonding, or other appropriate financial instruments, shall be required for all projects to ensure compliance with the approved erosion and sediment control plan: [Ord. 3013 § 1, 1995]. GENERAL NOTES: THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION, AND SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT (1-800-424-5555) TWO WORKING DAYS BEFORE BEGINNING EXCAVATION. ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THE PLANS. THOSE UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL USE DUE CARE AND CAUTION DURING EXCAVATION FOR NEW UTILITIES AND ALL COSTS OF IDENTIFYING, MAINTAINING, PROTECTING, STABILIZING AND/OR REPAIRING SAID UTILITIES SHALL BE INCLUDED IN THE PROJECT BID AMOUNT. CONTRACTOR SHALL RECORD THE LOCATION OF ALL EXISTING UTILITIES ENCOUNTERED AND IMPROVEMENTS INSTALLED DURING CONSTRUCTION ON THE RECORD DRAWINGS. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID EROSION/SEDIMENTATION DURING CONSTRUCTION. MATERIAL TO BE REMOVED FROM THE SITE SHALL BE DISPOSED OF BY THE CONTRACTOR IN A MANNER CONSISTENT WITH STATE AND LOCAL REGULATIONS. UNLESS OTHERWISE AGREED, NO SEPARATE PAYMENT WILL BE ALLOWED FOR REMOVAL OR DISPOSAL OF MATERIAL. ALL WORK ASSOCIATED WITH THIS TASK SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. THIS PLAN SHEET IS NOT ' INTENDED TO SHOW* ALL ITEMS TO BE CONSTRUCTED. THE CONTRACTOR IS DIRECTED TO REVIEW ALL ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, AND THE FOLLOWING CIVIL SHEETS FOR ADDITIONAL CONSTRUCTION ITEMS. A ESC MINIMUM REQUIREMENTS STABILIZATION OF EXPOSED AREAS. ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMP's, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMP's SHALL BE SELECTED, DESIGNED, AND MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO (2) DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN (7) DAYS FROM 'MAY 1 THROUGH SEPTEMBER 30). R = 5' MIN 4"-8" QUARRY SPALLS 12" MIN. THICKNESS PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA - NOT TO SCALE FILTER FABRIC 2" BY 2" BY 14 GA. WIRE FABRIC OR EQUIV. .\ PROVIDE 3/4" -1.5" - WASHED GRAVEL BACKFlLL IN TRENCH AND ON BOTH SIDES OF FILTER FABRIC ON THE SURFACE 20 WOOD POST ALT: STEAL FENCE POSTS 6' O.C. (TYP.) to 8" AS REQUIRED 100' MIN. EXCEPT MAY BE REDUCED TO 50' MIN. FOR SITES WITH LESS THAN 1 ACRE OF EXPOSED SOIL Mi 0N FILTER FABRIC FENCE NOT TO SCALE CITY of EDMONDS APPROVED FOR CONSTRUCTION V/zh 1Z CITY ENGINEER DATE �h / / I 3' OFFSET TACK IN — LEAD PLUG W/SHINNER LS 29539 TYP, INSTALL 11OLFd SILT FENCE PEF DETAIL THIS SHEET REMOVE EX. WOOD FENCE BELL STREET ' / 659.95' MEAS. T - - S 89°57'09" E 00 �- EX. POWER POLE - _ _ 01 elf TO REMAIN INSTALL CONSTRUCTION ENTRANCE PER DETAIL THIS SHEET. s STREET SWEEPING MAY BE REQUIRED TO KEEP ROW CLEAN M A � 1 E , , rril, me, 1 4161,2ji XI-,- _ --__' CV x EXISTING CONCRETE ' rn STRUCTURE TO BE o * t REMOVED04 g o h X 1 96 " \ 96 J INSTALL "SIDEWALK CLOSED 11 = I AHEAD" SIGNS AT 6TH & INSTALL 50'f SILT FENCE PER DETAIL, THIS SHEET 01 PER AND STREET TO EAST. )x WRELOCATE WATER,SAWCUT LINE, METER. SEE SHEET 1.4 EACH EN EXISTING SIDEWALK TO BE REMOVED � I x I� EX. CONCRETE POND TO BE REMOVED USE EXISTING LOW AREA FOR STOCKPILE SURROUND W/SILT FENCE f i IF GRADES AT PERIMETER OF PILE REACH THE SIDEWALK ELEVATION. PORARY I EX. 2.5' MAX 'STOC PILE ARES I HT. CONC. WALL TO REMAIN EXISTING SIDEW-ALK. ` I I�0- TO' BE REMOVED J I 96____ ONpS EXISTING HOUSE TO BE w REMOVED PER CITY AND PUGET SOUND CLEAN AIR N' AGENCY REQUIREMENTS. o CALL (2206)689-4056. O 0 z v� 5 SEE SHEET C-1 FOR -'' GRADING VOLUME VV ;40" EXISTING BULKHEAD 1r TO BE REMOVED r EXISTING CONCRETE SLAB TO BE rn REMOVED rn — o EXISTING SHED TO BE REMOVED I'W: ti� EoM _\1 N 1 SCALE: 1 "a 10' HOUSE # 622 X /- EX. FENCE TO REMAIN EXISTING CARPORTS � '�, '�`�.NOTE: EXCAVATED MATERIAL WHICH TO BE REMOVED, CAN NOT BE STORED ON SITE WILL BE DISPOSED OF OFF-SITE AT A COMMERCIAL FACILITY. GARAGE NOTE: DUST CONTROL MAY BE REQUIRED DURING PERIODS OF DR INSTALL 30L6 ' NOTE: CAP EXISTING SEWER STUB A / ., WEATHER PROPERTY LINE AFTER DEMOLITION / SILT FENPE PER OF EXISTING STRUCTURE. �. DETAIL -THIS SHEETEXISTING CONCRETE SLA 3� OFFSET MAG �'� ` / ' T�6E- REMOVED" NAIL W/ WASHER 1 REMOVE 101 LF. _ LS 29539 TYP. ` V, / r _ 2'0 CP-,. \ �- - -' 99 /' PROVIDE CATCH r - - - -98 -- _ 98 2" BASIN SOCK. - X _x - - x - - x - - - _ - _-----3 11 E 9 .00 --- ------ S S S S S SI S S SS r ` \ PROVIDE CB FILTER PER ALLEY �I �'1� / RIM #8 -14C --Z' 00140 C I DETAIL, THIS SHEET. �I o IE 12" 98.3 — -MO 42 F.f. 9F"ACP '1�1 BURIED FABRIC SAWCUT AND RE VE 1_ _ _ NOT TO SCALE 0 TREES TO BE SAVED X TREES TO BE REMOVED Q 18.30.050 Development approval standards for erosion and sedimentation control (ESC) plan. A. ESC Minimum Requirements. All activ- ities necessitating a clearing or grading permit and all utility projects consisting of more than 500 lineal feet of trench excavation shall be required to control erosion and sediment dur- ing construction and to permanently stabilize exposed soil resulting from construction. Projects involving a critical area may also be required to comply with any combination of the ESC minimum requirements. Compliance will be demonstrated through the implementa- tion of an approved ESC plan. Guidelines for preparing ESC plans are provided in the man- ual. The plan must adiltess the following requirements: 1. ESC Minimum Requirement - Con- struction Access Route. Construction vehicle access shall be, whenever practical, limited to one route. Access points shall be stabilized with quarry spalls or crushed rock to minimize the tracking of sediment onto public roads. I£ sediment is transported onto a road surface, the roads shall be cleaned thoroughly at the end of each day. Sediment shall be removed from roads by shoveling or sweeping and be trans- ported to a controlled sediment disposal area within 24 hours. Street washing shall be allowed only after sediment is removed in this manner. 2. ESC Minimum Requirement - Stabi- lization of Exposed Areas. All soils exposed by land disturbing activities shall be stabilized by suitable application of BMPs, including, but not limited to, sod, hydroseeding, or other vegetation, plastic covering, or mulching. All BMPs shall be selected, designed, and main- tained in accordance with the manual. The exposed soils shall be stabilized according to an approved timetable. (Typically, no soils shall remain exposed for more than two days from October 1 through April 30 and no more than seven days from May 1 through Septem- ber 30). 3. ESC Minimum Requirement - Pro- tection of Adjacent Properties. Adjacent prop- erties shall be protected from sediment deposition by appropriate use of vegetative buffer strips, sediment barriers or filters, dikes or mulching, or by a combination of these measures and other appropriate BMPs. 4. ESC Minimum Requirement - Main- tenance. All erosion and sediment control BMPs shall be regularly inspected and main- tained by the owner to ensure continued per- formance of their intended function. All maintenance and repair shall be conducted in accordance with the manual. 5. ESC Minimum Requirement - Other BMPs. As required by the city, other appropri- ate BMPs to mitigate the effects of increased runoff shall be applied. 6. Erosion and Sediment Control Requirement - Underground Utility Construc- tion. The construction of underground utility lines shall specifically address the following: a. Erosion control for excavated and stockpiled materials; b. The placement of excavated mate- rial where consistent with safety and space considerations shall be placed on the uphill side of trenches; c. Trench dewatering systems (must discharge into sediment traps, sediment ponds, or other acceptable means); d. Tracking and spilling of materials on streets due to hauling; e. Daily cleanup and street mainte- nance. 7. Additional ESC Minimum Require- ments for Larger Developments. All new development and redevelopment that includes land disturbing activities of greater than, or equal to, one acre in addition to meeting the 4A, S t'TE minimum requirements set forth above shall •< I AGRE comply with ESC requirements listed below. 8. ESC Minimum Requirement - Delin- eate Clearing and Easement Limits. In the field, mark clearing limits and/or any ease- ments, setbacks, sensitive/critical areas and the buffers, trees and drainage courses. 9. ESC Minimum Requirement - Sedi- ment Trapping. Prior to leaving the site, storm water runoff shall pass through a sediment pond or sediment trap, or other appropriate BMPs. Sediment ponds and traps, perimeter dikes, sediment barriers, and other BMPs intended to trap sediment on-site shall be con- structed as a first step in grading. These BMPs shall be functional before land disturbing activ- ities take place. Earthen structures, such as dams, dikes, and diversions shall be seeded and mulched according to an approved timetable. 10. ESC Minimum Requirement - Cut and Fill Slopes. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. In addition, slopes shall be stabilized in accordance with ESC Require- ment No. 2. 11. ESC Minimum Requirement - Con- trolling Off -Site Erosion. Properties and water ways downstream from development sites shall be protected from erosion due to increases in the volume, velocity, and peak flow rate of storm water runoff from the project site. 12. ESC Minimum Requirement - Sta- bilization of Temporary Conveyance Channels and Outlets. All temporary on-site conveyance channels shall be designed, constructed and stabilized to prevent erosion from the expected velocity of flow from a two-year, 24-hour fre- quency storm for the developed condition. Sta- bilization adequate to prevent erosion of outlets, adjacent stream banks, slopes and downstream reaches shall be provided at the outlets of all conveyance systems. 13. ESC Minimum Requirement - Storm Drain Inlet Protection. All storm drain inlets made operable during construction shall be protected so that storm water runoff shall not enter the conveyance system without first being filtered or otherwise treated to remove sediment. 14. ESC Requirement - Removal of Temporary BMPs. All temporary erosion and sediment control BMPs shall be removed - within 30 days after final site stabilization is achieved or after the temporary BMPs are no longer needed. Trapped sediment shall be removed or stabilized on site. Disturbed soil areas resulting from removal shall be perma- nently stabilized. 15. Erosion and Sediment Control Requirement -Dewatering Construction Sites. Dewatering systems shall discharge into a sed- iment trap or sediment pond. 16. Erosion and Sediment Control Requirement- Control of Pollutants other than Sediment on Construction Sites. All pollutants other than sediment that occur on site during construction shall be handled and disposed of in a manner that does not cause contamination of storm water. 17. Erosion and Sediment Control Requirement - Financial Liability. Perfor- mance bonding, or other appropriate financial instruments, shall be required for all projects to ensure compliance with the approved erosion and sediment control plan: [Ord. 3013 § 1, 1995]. GENERAL NOTES: THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION, AND SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT (1-800-424-5555) TWO WORKING DAYS BEFORE BEGINNING EXCAVATION. ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THE PLANS. THOSE UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL USE DUE CARE AND CAUTION DURING EXCAVATION FOR NEW UTILITIES AND ALL COSTS OF IDENTIFYING, MAINTAINING, PROTECTING, STABILIZING AND/OR REPAIRING SAID UTILITIES SHALL BE INCLUDED IN THE PROJECT BID AMOUNT. CONTRACTOR SHALL RECORD THE LOCATION OF ALL EXISTING UTILITIES ENCOUNTERED AND IMPROVEMENTS INSTALLED DURING CONSTRUCTION ON THE RECORD DRAWINGS. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO AVOID EROSION/SEDIMENTATION DURING CONSTRUCTION. MATERIAL TO BE REMOVED FROM THE SITE SHALL BE DISPOSED OF BY THE CONTRACTOR IN A MANNER CONSISTENT WITH STATE AND LOCAL REGULATIONS. UNLESS OTHERWISE AGREED, NO SEPARATE PAYMENT WILL BE ALLOWED FOR REMOVAL OR DISPOSAL OF MATERIAL. ALL WORK ASSOCIATED WITH THIS TASK SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. THIS PLAN SHEET IS NOT ' INTENDED TO SHOW* ALL ITEMS TO BE CONSTRUCTED. THE CONTRACTOR IS DIRECTED TO REVIEW ALL ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, AND THE FOLLOWING CIVIL SHEETS FOR ADDITIONAL CONSTRUCTION ITEMS. A ESC MINIMUM REQUIREMENTS STABILIZATION OF EXPOSED AREAS. ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMP's, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMP's SHALL BE SELECTED, DESIGNED, AND MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO (2) DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN (7) DAYS FROM 'MAY 1 THROUGH SEPTEMBER 30). R = 5' MIN 4"-8" QUARRY SPALLS 12" MIN. THICKNESS PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA - NOT TO SCALE FILTER FABRIC 2" BY 2" BY 14 GA. WIRE FABRIC OR EQUIV. .\ PROVIDE 3/4" -1.5" - WASHED GRAVEL BACKFlLL IN TRENCH AND ON BOTH SIDES OF FILTER FABRIC ON THE SURFACE 20 WOOD POST ALT: STEAL FENCE POSTS 6' O.C. (TYP.) to 8" AS REQUIRED 100' MIN. EXCEPT MAY BE REDUCED TO 50' MIN. FOR SITES WITH LESS THAN 1 ACRE OF EXPOSED SOIL Mi 0N FILTER FABRIC FENCE NOT TO SCALE CITY of EDMONDS APPROVED FOR CONSTRUCTION V/zh 1Z CITY ENGINEER DATE EDRAINAGE. SYSTEM INFORMATION .A. POR'T'ION OF SEC. 24, T N. 2 7 N.,, o 4 CONTRACTOR IS CAUTIONED THAT POTENTIAL CONFLICTS WITH EXISTING UNDERGROUND UTILITIES AND STRUCTURES EXIST. PROPOSED CATCH BASIN LOCATIONS ARE PROVIDED BASED ON AVAILABLE INFORMATION AND MAY REQUIRE MINOR ADJUSTMENTS. CONTRACTOR SHALL NOTIFY C 1 # OWNER OF CONFLICTS ENCOUNTERED. -DETENTION SYSTEM, CATCH D D D D D D D D D D D D BASINS, FRAMES, GRATES, MATERIALS AND INSTALLATION METHODS i SHALL COMPLY WITH CITY ENGINEERING DESIGN AND DEVELOPMENT cp NOTE: REPLACE STANDARDS. i CURB AND GUTTER BELL STREET i DRIVEWAY AS DETERMINED BY CB #1, TYPE 1 CB #5, TYPE 1 / o DRIVEWAY STA 0+00 659.95' MEAS, / STA 1+43.33 THE CITY .INSPECTOR. STA -0+10.46, 0'R ALLEY STA 0+29.79, 15'R - - - - -t - M - - �- - - . RIM 95.20 RIM 99.05 1 +43.33 0o S IE 92.10, 12"0 CMP N,W IE 94.97 12"0 CMP \ c:) S 89'57 09 E M PAINT CURBING AT ' \ � DRIVEWAY C COINCIDES I E W IE 92.10f EX. WITH STORMLDRAIN SIDES OF EXIT: CB #6 CURB INLET \ MATCH EXISTING �• 0 ` ` _ 10' WEST SIDE � I (CONTRACTOR TO ALLEY TSTA 1+09.79, 15'R f \ N STANDARD DRIVEWAY ENTRANCE - _ O VERIFY ELEVATIONSRIM ELEVATION o - 5' EAST SIDE I ) „ E 95 37,1 12 CMP II PER STANDARD DETAIL E2.26, PAINT CUBING AT V) NP, 2 PLACES I 9g I CB #2, TYPE 2 (54 o) SIDES OF ENTRANCE: 5 CONC. WALK 3'x3' ADA COMPLIANTMATCH�EXISTING = W/ CONTROL STRUCTURE CB #7, TYPE 1 5'� WEST SIDE W/ ARCH. FINISH. TREE GRATE PER ELEVATION o STA 0+37.50, 0 R ALLEY STA 0+40, 0.29'R 10 EAST SIDE TYP. 4 PLACES LANDSCAPING PLAN �, I RIM 96.07 RIM 99.37, VANED GRATE W _ W � I N IE 92.34, 12"0 CMP IE 96.87, 12"0 RCP E IE 92.34, 35"x24" CMP CB #8, TYPE 1 p INSTAU L DO NOT ALLEY STA 1+12.5, 4.5'R -° a' ' °7 ON BETE d: ' NTEf� SIGN RIM 98.25, VANED GRATE ° ' " CB #3, TYPE 2 (54 os) SLD ,�L' ° ..d ° 4° a. • ` STA 1 +05.83, 5.83'R SIE 96.45, 4"� PVC UNDERGROUND POWER TO 8 °. ° ° RIM 96.21 12' ° 71f1�..a�. °' .•• W 'ENTRY•. TES'. ° PROVIDED FROM EXISTING POB ° a ° a ° �I W,S IE 92.71, 35"x24" CMP CB #9, TYPE 1 MOUNTED TRANSFORM 4 ALLEY STA 1 +12.5, 0.5'R - - - - ° _ 9 - - -' - - - - CB #4, TYPE 2 (48"0) RIM 98.43, VANED GRATE n d. ALLEY STA 0+29.80, 69.41'R EX IE 96.26, 12"0 RCP d.°OV. ° °• ••.O° a4 ° �° .. ° ° a I dT4. ,°,° RIM 99.00 N IE 96.43 4"vs PVC ° °• •.a, V.d .4.d °.d�•'- d •°. .'-p d °,• °; ° ,.1+00. .a d - N IE 9 2.9 0 X24" CMP pts.'. d 9% °°I 1q ° B#2 7$ LF° 35'. 24 ;ARCH CMP ' �� �, d. SIE 93.90, 12 CMP 3' OFFSET TACK IN 4�? ; • .-s-�I--- 8 ° . ° ° d a COAL E" DRIVEW� W. . 4'' LEAD PLUG W/SHINNER �.. ° �3,: CONCRETE;; , .' ' . ° ?i.. a 4' ' '�.N °. d ARCH. FINISH AT CROSSIN40S,V o ' W LS 29539 TYP. I :. APRON °.. '^ ' : d ° ' , °d'TY 411' CE ° 1 d• 1' . LA S, .�y.,ll I • d. ° -°- I - ° .� - dj oda ( ° ° m EX. 2.5' MAX �yHT. CONC. WALL I I ° 10X18. I e ..w.85'X16:�I Ilaa.d GARAGE NIT UNIT #646- aARXING' # I 6" RAISED. ENTRY W/ FF EL. 96.0 SCALE: 1"= 10' (NP,) FFEL. 96.0 ARCH; -FINISH (TYP.) 8.5X16.5' A4 8:5' . 19'1' I /' / I I '�g PARKING IN STAIRS AND 3' °. : I (T(P)K3I / 3.25' TO , I I 6' _ - _ _ _ 1 •, ROCKERY W/ ARCH. :' . I I ASSUMED FINISH (TYP.) ' '� I (TYP.) uN rf #612 o 0o I i i i �. FF EL. 96.0 i 2LF 24"0 I o CMP, S=0.5% 3.5-X9' DECK I (1O� 6"� RISERS I 10' SIDE r� TYP. U.N.O. I I I 3.5 x12 STAIRS I 4 w TYP. U.N.O.SETBACK (TYP.) N F3'Xg'DECK W/ Qrn to 3 WIDE STAIRS o I o rnai (2) 6" RISERS (TYP.) - _'-49ACR ( NOTE: HOLD - - ELEVATIONS . - I - - - - - - ACROSS SITE. N I ---- -.-- M HOUSE rN I o � i1 -11H In I i i o # 622 3.96' TO I V)I I 3X9 i MAX. HT. I ASSUMED } I I p ROCKERY I () TYP. UNO I I 3.46 TO L I ASSUMED I I I (TYP. 2 PL� I 19' I, I 19 I i I 19' I / 1 O' 96 UNIT #610 I I UNIT #614 I I UNIT #618 I 3� CREAK FF FL. 97.0 % I FF EL. 97.0 I I FF EL. 97.5 Lj /� h'' MAX. HT. / I �` N ROCKERY. TYP h STAIRS` AND 3 _ - ( j 6" RAISED ENTRY I I i r- II / /`r I ro 060 ou•r FA ROCKERY W/ ARCH. i FINISH(TYP.) I I W/ ARCH. FINISH, 3' CONCRETE APRON I TYPICAL./ W/TRENCH DRAIN, � 1.1 T I 6" EXTRUDED CURB I ' I TYPICAIy ( �� 0 2' MAX. HT. 0 3' WHEEL STOP I �0 / CONCRETE WALL 8.51 GARAGE °:-,:°: - - 71 4- -^any' - - ° 3 PICKET FENCE (TYP.) ° 8.5 1 - - - -j4j. d - ° ° o �`� / / PARKING PPA KING °'. °, d_ . % d ° ` ° P / a d d . ' -zk. _ a Z'' <. LF.. 1 GM \\\ ° T 3, OFFSET MAG °: C� ° •° 5' d `S .5' 1,6.5' . d d s/S= ° :5:8. 'X 1�. ' ° �8 _ ° '- C > CB #8-1 13C \ -NAIL W/ WASHER #6. °' °' v °`PA: KEG_°' ° / a $:aCOPJCR EA. RIM 98.13, ` LS 29539 TYP. -- - °DRIV • ,r .- ° _ 9 A� °. ° :(45 6".b RIt�ER IE 12 96.08 E,Vd- Nam : d a _ ,,° ° -= r--------98 c IE 6 96.58 a.' a `. ° 'a Jl' .. .e „� �I D �� EX. 12 " D j l MATCHX. GRADE. SA�iCUT �'?�itr�{ r4` EXISTING TO FORM NEAT BUTT f" � i t xr A-Ni,Nh t ] n alt v pv + � I [� r',T( �1Ct � P viii tit ,Rt es Y,q tyyi •X s $ vV t A JOINT. SEAL W/ AR -4 OW y'��� h N ,,tia s'"}7r {s-�r5v•i..�` s+ ut rig �. " aP :I Jl r i R " �a�xa�:r-�'ttr•t�45yrt.: fir.; ' STA 1+-41-.50, 7' TAPER TO / EX. EDGE 0`F -PAVEMENT / / VS' X 0 � GRADING & DRAINAGE PLAN SCALE: 1 "=10' a z� 5' m a r - STA 0+00 CB #8-114C REPLACE PIPE TO SOUTH PER PLAN G---=-- 12" 0 �D I -S S -MATCH EX. GRADE. SAWCUT 1 EXIPNG TO FORM NEAT BUTT --dOINT. SEAL W/ AR -4000W CITY of EDMONDS APPROVED FOR CONSTRUCTION c z �z CITY ENGINEER DATE I/ m X I/ m0 / D C7 / \ EX. SSMH X72 \ � \ RIM 96.96 m \ CB #8-112C � \ IE 8" 88.66 RIM 96.92 � � \ z I i ID \ D m D- LO c Y' r o I +\ Q D -o- N \ �� = m r � ROCKERY W/ ARCH. i FINISH(TYP.) I I W/ ARCH. FINISH, 3' CONCRETE APRON I TYPICAL./ W/TRENCH DRAIN, � 1.1 T I 6" EXTRUDED CURB I ' I TYPICAIy ( �� 0 2' MAX. HT. 0 3' WHEEL STOP I �0 / CONCRETE WALL 8.51 GARAGE °:-,:°: - - 71 4- -^any' - - ° 3 PICKET FENCE (TYP.) ° 8.5 1 - - - -j4j. d - ° ° o �`� / / PARKING PPA KING °'. °, d_ . % d ° ` ° P / a d d . ' -zk. _ a Z'' <. LF.. 1 GM \\\ ° T 3, OFFSET MAG °: C� ° •° 5' d `S .5' 1,6.5' . d d s/S= ° :5:8. 'X 1�. ' ° �8 _ ° '- C > CB #8-1 13C \ -NAIL W/ WASHER #6. °' °' v °`PA: KEG_°' ° / a $:aCOPJCR EA. RIM 98.13, ` LS 29539 TYP. -- - °DRIV • ,r .- ° _ 9 A� °. ° :(45 6".b RIt�ER IE 12 96.08 E,Vd- Nam : d a _ ,,° ° -= r--------98 c IE 6 96.58 a.' a `. ° 'a Jl' .. .e „� �I D �� EX. 12 " D j l MATCHX. GRADE. SA�iCUT �'?�itr�{ r4` EXISTING TO FORM NEAT BUTT f" � i t xr A-Ni,Nh t ] n alt v pv + � I [� r',T( �1Ct � P viii tit ,Rt es Y,q tyyi •X s $ vV t A JOINT. SEAL W/ AR -4 OW y'��� h N ,,tia s'"}7r {s-�r5v•i..�` s+ ut rig �. " aP :I Jl r i R " �a�xa�:r-�'ttr•t�45yrt.: fir.; ' STA 1+-41-.50, 7' TAPER TO / EX. EDGE 0`F -PAVEMENT / / VS' X 0 � GRADING & DRAINAGE PLAN SCALE: 1 "=10' a z� 5' m a r - STA 0+00 CB #8-114C REPLACE PIPE TO SOUTH PER PLAN G---=-- 12" 0 �D I -S S -MATCH EX. GRADE. SAWCUT 1 EXIPNG TO FORM NEAT BUTT --dOINT. SEAL W/ AR -4000W CITY of EDMONDS APPROVED FOR CONSTRUCTION c z �z CITY ENGINEER DATE a, r 14 Q Irl A PORTION OF SEC. 24, TWN, 27 N. R. 3 E., W.M. 2+00 ALLEY PROFILE SCALE: 1"=10' HORIZ. 1 "=5' VERT. I -r-uu Am AIM 95.20 IE IN 92.10 IE IN 92.10 EX. 12"0 - _ 96 I E_9_UT_92 0; 'CtX--1 0 _-- DATUM ELEV 90.00 LO Lci 0) 0+00 C co 04 N o n u7 0 LO r t - 't 00 o rno rn + rn II II III fl � II I cq o6 N SOUTH BUILDINGS a 3*-ROCKE BEYOND Q, SEE ALL THIS SH w II PLANTI G STRIP I ELEVATION II 3' ROC ERY BEYOND NORTH BUILDINGS N > a a a CB 3 TYPE 2 54" +0 . RIM 96.21 w Q w SIDEWAU< T a °- I 2 "x35' IE I OUT 92.71 EX. CONCRETE - - - -- - - - - - UNIT #618- UNITS 610, #614 _ - -CURE, _._AND_G.UILE . T # Vc I L, S FF-ELEa/T-9 5-- _ �-E -Imo.-9-7•._ _ _ _ ✓ TO EMAINry DRIVEWAY FF 1.EV:-96-0- -- - --� ---- ---- -- - A 0 ----- TRENCH DRAIN W/4" O N nPVC PIPE TO 12"0 ai - cnrn CMP STORM SYSTEM. °' AIM 95.20 IE IN 92.10 IE IN 92.10 EX. 12"0 - _ 96 I E_9_UT_92 0; 'CtX--1 0 _-- DATUM ELEV 90.00 LO Lci 0) 0+00 C co 04 N o n u7 0 LO r t - 't 00 o rno rn + rn II II III fl � II I cq o6 N cn cn a + Q, ¢ iLi go w II MAT -CH -EX ELEVATION II it ?? N > a a a CB 3 TYPE 2 54" +0 . RIM 96.21 w Q w a T a °- I 2 "x35' IE I OUT 92.71 1+00 0 SITE CROS! SCALE: 1"=10' HORIZ. 1 "=5' VERT. 10 RI 96^^.nn07 IE IOUT 92.34 SCALE: 1 "=10' HORIZ. 1 "=5' VERT. nowi MAN �wi&00� LO 0) 1+00 TION T L 104 SECTION, 100 DATUM ELEV 95.00 0+00 N pimension : K100-1 = 5.9" K100-2 = 7.9" K100-3 = 9.8" 2' _ 0" JOINT 0.05 FT./FT, 0.05 FT -/FT - t> p04,'. 'D p D 6 .p D D CONCRETE DRIVEWAY PAVEMENT PER DETAIL BELOW NOTES: 1. FOR INTEGRAL POUR CONSTRUCTION, 1/4- EDGED GROOVE MAY REPLACE EXPANSION JOINT AT INTERFACE BETWEEN THE CURB AND ADJACENT DRIVEWAY. 2. AT CATCH BASIN PROVIDE 1 FOOT WIDTH OF SECTION SHOWN ON ALL SIDE74 0 CEMT CONCRETE ALLEY GUTTER NOT TO SCALE 4° PVC Outlet CEMENT CONCRETE ALLEY GUTTER. SEE DETAIL, THIS SHEET. s S�OpE�% MPX TRENCH DRAIN * ACO POLYMER PRODUCTS INC. NOT TO SCALE 800/543-4764 TOLL-FREE — VARIES 12'-15' PAVED SURFACE I L 4" MIN. CONCRETE 2" CLASS B ASPHALT —2" MIN. COMPACTED DEPTH, CRUSHED SURFACING TOP COURSE - 2" MIN. COMPACTED DEPTH, CRUSHED SURFACING BASE COURSE BASE APPROVED BY CITY ENGINEER. p ALLEY DRIVEWAY NOT TO SCALE JOINT ACP ALLEY PAVEMENT PER DETAIL BELOW VARIES 0'-2.5' I MATCH EXISTING ASPHALT ELEV. AND GRADE CITY of EDMONDS APPROVED FOR CONSTRUCTION CITY ENGINEER DATE toL,C6� Kj �?� r- I c6 + co rn + rn� to U + cq o6 N II III II II o °�' + Q, ¢ iLi go w II II Q II it ?? N > a a a CB 3 TYPE 2 54" +0 . RIM 96.21 w Q w a T a °- I 2 "x35' IE I OUT 92.71 SCALE: 1 "=10' HORIZ. 1 "=5' VERT. nowi MAN �wi&00� LO 0) 1+00 TION T L 104 SECTION, 100 DATUM ELEV 95.00 0+00 N pimension : K100-1 = 5.9" K100-2 = 7.9" K100-3 = 9.8" 2' _ 0" JOINT 0.05 FT./FT, 0.05 FT -/FT - t> p04,'. 'D p D 6 .p D D CONCRETE DRIVEWAY PAVEMENT PER DETAIL BELOW NOTES: 1. FOR INTEGRAL POUR CONSTRUCTION, 1/4- EDGED GROOVE MAY REPLACE EXPANSION JOINT AT INTERFACE BETWEEN THE CURB AND ADJACENT DRIVEWAY. 2. AT CATCH BASIN PROVIDE 1 FOOT WIDTH OF SECTION SHOWN ON ALL SIDE74 0 CEMT CONCRETE ALLEY GUTTER NOT TO SCALE 4° PVC Outlet CEMENT CONCRETE ALLEY GUTTER. SEE DETAIL, THIS SHEET. s S�OpE�% MPX TRENCH DRAIN * ACO POLYMER PRODUCTS INC. NOT TO SCALE 800/543-4764 TOLL-FREE — VARIES 12'-15' PAVED SURFACE I L 4" MIN. CONCRETE 2" CLASS B ASPHALT —2" MIN. COMPACTED DEPTH, CRUSHED SURFACING TOP COURSE - 2" MIN. COMPACTED DEPTH, CRUSHED SURFACING BASE COURSE BASE APPROVED BY CITY ENGINEER. p ALLEY DRIVEWAY NOT TO SCALE JOINT ACP ALLEY PAVEMENT PER DETAIL BELOW VARIES 0'-2.5' I MATCH EXISTING ASPHALT ELEV. AND GRADE CITY of EDMONDS APPROVED FOR CONSTRUCTION CITY ENGINEER DATE 0 A PORTION OF SEC. 24, TWN. 27 N., R. 3 E., W.M. D �' ' D D D D D D ' D CP i BELL STREET DRIVEWAY DRIVEWAY STA 0+00 i STA 1+43.33 rl i o 659.95' MEAS. \ 1 +43.33 00 o S 89°57'09" E \ \ 2"0 WATER SERVICE W/ 2" - WATER METER, INSTALLED BY ' — \\ EDMONDS PUBLIC WORKS 1 9 W \ _ _ 8"0 EXISTING W/ TER MAIN MAILBOX W UNDERGROUND POWER TO B PROVIDED FROM EXISTING PC MOUNTED TRANSFORMER SCALE: 1 "= 10' I C c C u i i r - -- -.-9B' 1 S S S cp \ NEW SERVICE TEE / \ IL L_ L_ I I D I:91 � I • 0I ZELOCATE METER` -T0 4" BEHIND NEW EWALK AR LANDSCAPE METER \I N i W GROUND/ROADWAY I 6 GROUND/ROADWAY 7/--\1 1I , N I 1 J NOTE, SERVICE TAP TO MAIN SHALL BE ANGLED AND NOT EXCEED 22 DEGREES Q 16 1) 2' (IP THREAD) DOUBLE STRAP SADDLE EQUAL TO ROMAC STYLE 202 IS REQUIRED REGARDLESS OF PIPE MATERIAL O 2) 21 BRASS CORP. CC X MIPT. SfEL 3) 2— 2' BRASS STREET ELLS FOR SWING JOINT C.I. OR D.I.P. 4) IPS POLY HI—MOL PIPE (160 PSI) DRISSCO PIPE. CONNECTION TO MAIN SHALL BE 1-1/2' CORPS AND SADDLE WITH FORD FEMALE IRON PIPE SIZE PACK JOINT FITTING. 5) 12 GAUGE SOLID CORE WIRE (TRACE WIRE). STRIP PLASTIC AND WRAP AROUND BRASS AT BOTH ENDS. 6) 2' STAINLESS STEEL STIFFNER AND 2' MIPT X IPS PAC JOINT 7) BALL VALVE (IRON PIPE SIZE) CURB STOP. 8) BACK SIDE OF METER BOX SHALL BE SET AT THE PROPERTY LINE. NOTEI(METER BOXES SHALL NOT BE PLACED IN DRIVEWAY AREAS).. 9) 2' BRASS 90* BEND 10> WATER METER— TO BE SUPPLIED BY THE CITY 11) 2' METER SETTER WITH HIGH BYPASS EQUAL TO FORD DRAWING #A-95147-01. VERT. IN, VERT, OUT. FLANGED BALL VALVE WITH LOCK WINGS. J 12) STACK 2 METER BOXES, IN NON TRAFFIC AREAS BOX SHALL BE FOG TITE #2 OR EQUAL _WITH CONCRETE COVER AND HINGED LID. IN TRAFFIC AREAS, BOX SHALL BE FOG TITE 02 WITH CONCRETE LID AND HINGED INSPECTION LID. PLACE BACK OF BOX AT PROPERTY LINE, 13) BRASS NIPPLE 14) 2' THREADED BRASS NIPPLE (12' LONG) 15) SCHEDULE 40 2' PVC CAP. REMOVED WHEN CONNECTION MADE TO CUSTOMER LINE. TEt Al FITTINGS SHALL BE BRASS, 16) 4' X 4' X 8' CONCRETE BLOCK SUPPORTS. IF USING 1-1/2' METER, ALL PARTS 17) 2' RESILIENT WEDGE GATE VALVE (F.I.P. X F.I.P.). ULFM APPROVED, SHALL BE 1-1/2' EXCEPT THE �' WEBGf FUSE BONDED EPDXY COATED BODY AND BONNET, WEDGE FULLY ENCAPSULATED WITH RUBBER AND WITH 2' AWWA OPERATING. GATE VALVE WITH BRASS BUSHINGS NUT. EQUAL TO CLOW F-6103. 18) 2 -PIECE VALVE BOX. TOP SECTION TO BE RICH 940 STYLE 18' WITH REGULAR BASE SECTION. LENGTH TO FIT. REVISIONS STANDARD D ETAI L �RwEo sr nem 1-112"- 2" WATER SERVICE INSTALLAMON DATE SCALE NTS DNrti tta. E7.6.1 1690-1990 7/24/01 EX. SSMH #71 RIM 103.57 IE 8" 95.07 --_-------== G------�-- - - cb �� 120 D / S S S 3D4LF "O,SS-- 2.1% 4 S J x x ASMER AND WATER PLAN SCALE: 1 "=10' I JRR ENGINEERING, INC. SCALE: AS SHOWN DATE: 10/22/01 DRAWN: DJP 1 1/22/02 PER CITY REVIEW COMMENTS RKR CHECKED: RKR ND. DATE REVISION APP'D 1 FILE NAME: C-4S&W.DWG DATE PREPARED: OCTOBER 22, 2001 0r ur, �10vL 09 - (FOR FUTURE DEVELOPMENT) PLACE 2X4 AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO INSURE 3 FEET EXTENDS ABOVE GRADE. PAINT TOP 18 INCHES WHITE. IN 3 INCH HIGH LETTERS STENCIL THE NUMBER OF EVEN FEET FROM GROUND ELEVATION TO THE SEWER STUB INVERT. 8 GAUGE WIRE TO BE DOUBLE WRAPPED AROUND PIPE AND 2X4 LAMPHOLE COVER TO BE PLACED AT FINISHED GRADE (SEE STD SEWER CLEANOUT DETAIL) 11 "1 11911 l I z 0 6" WYE AND 45* BEND 6 LATERAL SEWER LINE 6 TEE SLOPE 2% MIN. TO 50% MAX POSSIBLE SEWER MAIN LOCATION �C RUBBER. JOINT BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG NOTE: 1. WHEN TAPPING INTO EXISTING MAIN POSSIBLE SEWER MAIN AN INSERTA—TEE SHALL BE USED. 22.5* OR� LOCATION PLACEMENT OF TEE SHALL DEPEND 45* BEND ON DEPTH OF SEWER MAIN. AS A / MINIMUM, THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE. 2. IF CONNECTING SIDE SEWER TO EXIST CONCRETE LATERAL, A CONCRETE/PVC ADAPTER SHALL BE USED AND SECURED PER MFGR'S INSTRUCTIONS. EDMONDS STANDARD DETAIL TYPICAL SIDE SEWER NOT TO SCALE W z RESIDENCE 1W CL 10 CLEANOUT WITH 45* a BEND AND CAP CLEANOUT (WYE WITH CAP AND LAMPHOLE COVER) 12'+1 - WATER nGHT CAP RisFR 12" PVC SLEEVE 6" RISER 6 'E1A gDe 6" CITY STUB 4" OR 6" SIDE SEWER 12-+1– CLEAN OUT DETAIL AT PROPERTY LINE ASPHALT SURFACE LAMPHOLE COVER (OLYMPIC FOUNDRY CO) MODEL 5931 OR EQUAL 6" RISER 12" PVC SLEEVE °e ° PVC CAP NOTE: SIDE SEWER JOINTS SHALL BE TYPICAL CL NOUT UNDER ASPHALT GASKETED OR CONCRETE EDMONDS STANDARD DETAIL SEWER CLEANOUT DETAILS NOT TO SCALE LAMPHOL . 4" OR 6" SIDE SEWER — I GENERAL CLEANOUT DETAIL z CITY of EDMONDS APPROVED FOR CONSTRUCTION CITY ENGINEER DATE SHEET "nTLE: GARDEN COTTAGES SEWER AND OWNER: JOHN GARBE WATER PLAN 12616 49TH AVE. W MUKILTEO, WA 98275 J08 NUMBER: (425)745-8613 SHEET 01-11B ENGINEER: JRR Engineering, Inc. C-5 CLIENT NO.. 18609 76th Ave.. W., Ste. B, Lynnwood, WA 98037 OF (425) 697-5108 FAX 697-4506 7 01-11 SHEETS 96 i i r - -- -.-9B' 1 S S S cp \ NEW SERVICE TEE / \ IL L_ L_ I I D I:91 � I • 0I ZELOCATE METER` -T0 4" BEHIND NEW EWALK AR LANDSCAPE METER \I N i W GROUND/ROADWAY I 6 GROUND/ROADWAY 7/--\1 1I , N I 1 J NOTE, SERVICE TAP TO MAIN SHALL BE ANGLED AND NOT EXCEED 22 DEGREES Q 16 1) 2' (IP THREAD) DOUBLE STRAP SADDLE EQUAL TO ROMAC STYLE 202 IS REQUIRED REGARDLESS OF PIPE MATERIAL O 2) 21 BRASS CORP. CC X MIPT. SfEL 3) 2— 2' BRASS STREET ELLS FOR SWING JOINT C.I. OR D.I.P. 4) IPS POLY HI—MOL PIPE (160 PSI) DRISSCO PIPE. CONNECTION TO MAIN SHALL BE 1-1/2' CORPS AND SADDLE WITH FORD FEMALE IRON PIPE SIZE PACK JOINT FITTING. 5) 12 GAUGE SOLID CORE WIRE (TRACE WIRE). STRIP PLASTIC AND WRAP AROUND BRASS AT BOTH ENDS. 6) 2' STAINLESS STEEL STIFFNER AND 2' MIPT X IPS PAC JOINT 7) BALL VALVE (IRON PIPE SIZE) CURB STOP. 8) BACK SIDE OF METER BOX SHALL BE SET AT THE PROPERTY LINE. NOTEI(METER BOXES SHALL NOT BE PLACED IN DRIVEWAY AREAS).. 9) 2' BRASS 90* BEND 10> WATER METER— TO BE SUPPLIED BY THE CITY 11) 2' METER SETTER WITH HIGH BYPASS EQUAL TO FORD DRAWING #A-95147-01. VERT. IN, VERT, OUT. FLANGED BALL VALVE WITH LOCK WINGS. J 12) STACK 2 METER BOXES, IN NON TRAFFIC AREAS BOX SHALL BE FOG TITE #2 OR EQUAL _WITH CONCRETE COVER AND HINGED LID. IN TRAFFIC AREAS, BOX SHALL BE FOG TITE 02 WITH CONCRETE LID AND HINGED INSPECTION LID. PLACE BACK OF BOX AT PROPERTY LINE, 13) BRASS NIPPLE 14) 2' THREADED BRASS NIPPLE (12' LONG) 15) SCHEDULE 40 2' PVC CAP. REMOVED WHEN CONNECTION MADE TO CUSTOMER LINE. TEt Al FITTINGS SHALL BE BRASS, 16) 4' X 4' X 8' CONCRETE BLOCK SUPPORTS. IF USING 1-1/2' METER, ALL PARTS 17) 2' RESILIENT WEDGE GATE VALVE (F.I.P. X F.I.P.). ULFM APPROVED, SHALL BE 1-1/2' EXCEPT THE �' WEBGf FUSE BONDED EPDXY COATED BODY AND BONNET, WEDGE FULLY ENCAPSULATED WITH RUBBER AND WITH 2' AWWA OPERATING. GATE VALVE WITH BRASS BUSHINGS NUT. EQUAL TO CLOW F-6103. 18) 2 -PIECE VALVE BOX. TOP SECTION TO BE RICH 940 STYLE 18' WITH REGULAR BASE SECTION. LENGTH TO FIT. REVISIONS STANDARD D ETAI L �RwEo sr nem 1-112"- 2" WATER SERVICE INSTALLAMON DATE SCALE NTS DNrti tta. E7.6.1 1690-1990 7/24/01 EX. SSMH #71 RIM 103.57 IE 8" 95.07 --_-------== G------�-- - - cb �� 120 D / S S S 3D4LF "O,SS-- 2.1% 4 S J x x ASMER AND WATER PLAN SCALE: 1 "=10' I JRR ENGINEERING, INC. SCALE: AS SHOWN DATE: 10/22/01 DRAWN: DJP 1 1/22/02 PER CITY REVIEW COMMENTS RKR CHECKED: RKR ND. DATE REVISION APP'D 1 FILE NAME: C-4S&W.DWG DATE PREPARED: OCTOBER 22, 2001 0r ur, �10vL 09 - (FOR FUTURE DEVELOPMENT) PLACE 2X4 AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO INSURE 3 FEET EXTENDS ABOVE GRADE. PAINT TOP 18 INCHES WHITE. IN 3 INCH HIGH LETTERS STENCIL THE NUMBER OF EVEN FEET FROM GROUND ELEVATION TO THE SEWER STUB INVERT. 8 GAUGE WIRE TO BE DOUBLE WRAPPED AROUND PIPE AND 2X4 LAMPHOLE COVER TO BE PLACED AT FINISHED GRADE (SEE STD SEWER CLEANOUT DETAIL) 11 "1 11911 l I z 0 6" WYE AND 45* BEND 6 LATERAL SEWER LINE 6 TEE SLOPE 2% MIN. TO 50% MAX POSSIBLE SEWER MAIN LOCATION �C RUBBER. JOINT BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG NOTE: 1. WHEN TAPPING INTO EXISTING MAIN POSSIBLE SEWER MAIN AN INSERTA—TEE SHALL BE USED. 22.5* OR� LOCATION PLACEMENT OF TEE SHALL DEPEND 45* BEND ON DEPTH OF SEWER MAIN. AS A / MINIMUM, THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE. 2. IF CONNECTING SIDE SEWER TO EXIST CONCRETE LATERAL, A CONCRETE/PVC ADAPTER SHALL BE USED AND SECURED PER MFGR'S INSTRUCTIONS. EDMONDS STANDARD DETAIL TYPICAL SIDE SEWER NOT TO SCALE W z RESIDENCE 1W CL 10 CLEANOUT WITH 45* a BEND AND CAP CLEANOUT (WYE WITH CAP AND LAMPHOLE COVER) 12'+1 - WATER nGHT CAP RisFR 12" PVC SLEEVE 6" RISER 6 'E1A gDe 6" CITY STUB 4" OR 6" SIDE SEWER 12-+1– CLEAN OUT DETAIL AT PROPERTY LINE ASPHALT SURFACE LAMPHOLE COVER (OLYMPIC FOUNDRY CO) MODEL 5931 OR EQUAL 6" RISER 12" PVC SLEEVE °e ° PVC CAP NOTE: SIDE SEWER JOINTS SHALL BE TYPICAL CL NOUT UNDER ASPHALT GASKETED OR CONCRETE EDMONDS STANDARD DETAIL SEWER CLEANOUT DETAILS NOT TO SCALE LAMPHOL . 4" OR 6" SIDE SEWER — I GENERAL CLEANOUT DETAIL z CITY of EDMONDS APPROVED FOR CONSTRUCTION CITY ENGINEER DATE SHEET "nTLE: GARDEN COTTAGES SEWER AND OWNER: JOHN GARBE WATER PLAN 12616 49TH AVE. W MUKILTEO, WA 98275 J08 NUMBER: (425)745-8613 SHEET 01-11B ENGINEER: JRR Engineering, Inc. C-5 CLIENT NO.. 18609 76th Ave.. W., Ste. B, Lynnwood, WA 98037 OF (425) 697-5108 FAX 697-4506 7 01-11 SHEETS GROUT FRAME SLOP TO CATCH BASIN - NOT TO SCALE TRENCH EDGES MUST BE SAW -CUT AND TACKED PRIOR TO FINAL TRENCH PATCH 6" MIN DEPTH 5/8" CSTC in I Y co 01 o6 f a� 8 / w z Nw REFER TO SPECIFICATIONS FOR TYPES OF PIPE a a A PORTION OF SEC. 24, TWN, 27 N., R. 3 E., W.M. MAX TRENCH PATCH PAY WIDTH (SEE TABLE BELOW) -------------- -------------- --------------- ------------------ ------------------ DUCTILE IRON FRAME AND SLOTTED GRATE DEPRESSED .1' BELOW ELEV. I SHOWN ON PLANS GRATES SHALL BE MARKED: STORM CONCRETE RISER CORRUGATED METAL .PIPE UNLESS I NOTED OTHERWISE. i. PRECAST CONCRETE CATCH BASIN TYPE 1 OR TYPE 1L CONCRETE INLET JAND TYPE 2 SIMILAR. k FOUNDATION GRAVEL AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. UNDISTURBED EARTH. NOTE: REFER TO CITY OF EDMONDS MODIFICATION TO THE STANDARD SPECIFICATIONS FOR TYPE AND GRADATION. TABLE 1: MAX TRENCH PATCH PAY WIDTHJ TRENCH DEPTH PAY WIDTH f f 1 —4 40" 4'-10' 60" 10'-20' 72" EDMONDS STANDARD DETAI TYPICAL TRENCH SECTION NOT TO SCALE 3" MIN DEPTH CL 'B' AC TRENCH PATCH 3" MIN. CLEARANCE 4" MIN.' I ,CEMENT CONC. CLASS 2000 I PIPE UTILITY 12" CROSSING MIN 1 1 i NOTES: 1. CONTRACTOR SHALL PROVIDE CONCRETE PIPE ENCASEMENT WHERE NECESSARY TO TO PROTECT EXISTING UTILITIES IN THE EVENT THAT A 6" SEPARATION CANNOT BE PROVIDED. CONTRACTOR SHALL BECOME FAMILIAR WITH THE DRAWING TO ANTICIPATE CONFLICTS AND PROVIDE AND INSTALL CONCRETE ENCASEMENT WHERE NECESSARY. PIPE CRADLE DETAIL NOT TO SCALE t� BACKFILL MATERIAL (SEE NOTE BELOW) `V z 00 OVERFLOW ELEV. TO I { PROVIDE DETENTION AND OIL SEPARATION ` ELEV. 1f: 94.90 2" IN WALL AT MAX. BOLTED OR IMBEDDED PIPE SUPPORTS: 3"x.090 GAGE 3' SPACING, MINIMUM OF TWO D. SUPPORTS SECONDARY ELBOW RESTRICTOR: SEE DETAIL BELOW. ALUMINUM ROD,112" ROUND STOCK HANDLE TO BE 1 " MAX. FROM RIM WITH GATE DOWN. 48"' FLAT TOP W/ CAST IN RING AND ROUND SLOTTED COVER WITH LOCKING BOLTS, UNLESS OTHERWISE APPROVED BY CITY. RIM 96.07 OMIT OF PIPE ZOP IMPORTED MATERIAL REQUIRED PER SPECIFICATIONS AND TYPE OF PIPE FOUNDATION LEVEL P. E 4" PIPE BASE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES 3. COMPACT BEDDING MATERIAL TO 95X MAX DENSITY EDMONDS STANDARD DETAIL PIPE BEDDING NOT TO SCALE 74 LF, 35" SPAN x 24" RISE, CORRUGATED PIPE—ARCH UOLY COATED) TYPE OLE STEPS LOCATED AT 12" O.C. CLEANOUT SHEAR GATE. (PER WSDOT STD. B-3) 12"0 CMP 2'— 0" S-0.5% MIN. .DETENTION PIPE 00.50% N O INVERT ELEV. 92.34 I ? IE N 04 RESTRICTOR PLATE W/ 0.72"0 ORIFICE (FRACTIONAL i' EQUIVALENT 23/32") SHARP „I z EDGED SHOP DRILLED N a 6" EXTRUDED 11'-0" MIN. PAVED SURFACE CONCRETE CURB PRIVATE ROAD/DRIVEWAY 5.5' CENTERLINE 5.5' A'mpt"1�N L 4" CONCRETE CEMENT PAVEMENT (2500 PSI) WITH ARCHITECTURAL FINISH PER PLAN. 4" MIN. COMPACTED DEPTH, CRUSHED SURFACING TOP COURSE REMOVE DELETERIOUS MATERIAL AND COMPACT AS REQUIRED TO OBTAIN 92% OF MAXIMUM DRY DENSITY BY ASTM D-1557 (MODIFIED PROCTOR). PRIVATE ROAD/DRIVEWAY DETAIL 1 NOT TO SCALE 92.34 EL 94.90 RISERCMP REMOVABLE WATERTIGHT COUPLING OR FLANGE ORIFICE IE. 93.19—\ ELBOW 4" MAX. RESTRICTOR PLATE W/ .83"0 ORIFICE SHARP—EDGED SHOP DRILLED DETENTION PIPE _ELBOW RESTRICTOR NOT TO SCALE JRR ENGINEERING, INC. SCALE: AS SHOWN DATE: 10/22/01 DRAWN: DJP CHECKED: RKR FILE NAME: C-5DET.DWG S=.005 I ROUND SLOTTED COVER MARKED "STORM" z WITH LOCKING BOLTS, O0 5 RIM EL 96.21 MAX. W.S :. 23 LF, 35" SPAN x 24" RISE, CORRUGATED PIPE—ARCH EL. 94.90 -—n1"POLY COATED) TYPE MAN OLE STEPS LOCATED AT 12" O.C. DETENTION PIPE 00.50% \\—IE 92.71 b CB #3. TYPE 2. 54"sb VOLUME REQUIRED (584 CF) F, VOLUME PROVIDED (600 CF) 1 1. NEW PIPE SHALL BE 12" 0 CMP UNLESS NOTED OTHERWISE. 2. METAL PARTS SHALL BE CORROSION. RESISTANT. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT #1 OR BETTER. 3. FRAME AND LADDER OR STEPS SHALL. BE OFFSET SO CLEANOUT GATE IS VISIBLE FROM TOP, AND COMB DOWN SPACE IS CLEAR ' OF RISER AND CLEANOUT GATE. ANDETENTION PIPE ELEVATION NOT TO SCALE 1 2/1/02 PER COUNTY REVIEW COMMENTS No. I DATE REVISION DATE PREPARED: OCTOBER 2001 RKR �4zooz Zda2 ROUND SLOTTED COVER MARKED "STORM" +� z WITH LOCKING BOLTS, 00 RIM EL 99.0 2LF 24"0 CMP MAX. --EL 94.90 GROUT PIPE IN PLACE —" .g 12*0 CMP, S-296 `— IE 93.90 C IE 92.90 1" POLY COATED) TYPE --- MANHOLE STEPS LOCATED AT 12" O.C. C I b CB #4. TYPE 2. 48"0 CITY of EDMONDS APPROVED FOR CONSTRUCTION /Qj,� V�V6 -L- CITY ENGINEER DATE SHEET TITLE: GARDEN COTTAGES DETAIL OWNER: JOHN GARBE SHEET 12616 49TH AVE. W MUKILTEO, WA 98275 JOB NUMBER: (425)745-8613 SHS 01-11B ENGINEER: JRR Engineering, Inc. C-6 WENT NO.: 18609 76th Ave. W., Ste. B, Lynnwood, WA 98037 OF 01-11 (425) 697-5108 FAX 697-4506 7 SHEETS I rl� 01 b CB #4. TYPE 2. 48"0 CITY of EDMONDS APPROVED FOR CONSTRUCTION /Qj,� V�V6 -L- CITY ENGINEER DATE SHEET TITLE: GARDEN COTTAGES DETAIL OWNER: JOHN GARBE SHEET 12616 49TH AVE. W MUKILTEO, WA 98275 JOB NUMBER: (425)745-8613 SHS 01-11B ENGINEER: JRR Engineering, Inc. C-6 WENT NO.: 18609 76th Ave. W., Ste. B, Lynnwood, WA 98037 OF 01-11 (425) 697-5108 FAX 697-4506 7 SHEETS A PORTION OF SEC. 24, TWN. 27 N., R. 3 E., W. M. 0 GENERAL NOTES 1. All work and materials shall be in accordance with these Plans and Specifications, City Design & Construction Standards and Specifications and Washington State Department of Transportation 2,000 Standard Specifications for Road, Bridge, and Municipal Construction-(WSDOT). 2. Prior to any site construction to include clearing/loggingI shall be located and field identified. or grading the site/lot clearing limits 3. All work within the site a _ and City right of -way (R.O.W.) shall be subject to the inspection of the City inspector or a designated representative. Prior to any site work, the Contractor shall contact the Engineering Division at (425) 771-0220, ext. 1326, to schedule a pre construction conference. Field changes (revisions) will require engineered as-builts be supplied prior to site approval. 4. The temporary erosion/sedimentation on control measures shall be constructed prior to any grading or extensive land clearing in accordance with the approved temporary erosion/sedimentation control plan. The Contractor is responsible to satisfactorily maintain these facilities until construction and landscaping is complete and the potential for on-site erosion has passed. 5. Trench backfill of new utilities and storm drainage facilities shall be compacted to the percentage of maximum density (modified proctor) as indicated on these plans. 6. Noncompliance with erosion control requirements, water quality requirements, or clearing limits may result in violations and/or revocation of project permits, plan approval, and bond foreclosures. Al STORM DRAINAGE NOTES 1. Unless otherwise noted, all storm drainage (SD) pipe shall be corrugated high density polyethylene pipe (CPEP) with smooth interior. CPEP shall be ADS N-12 or Hancor Hi -q or equal as approved by the city prior to construction. Where other pipe is indicated, it shall be concrete pipe (CP) nonreinforced, ASTM C-14 (24 diameter and larger to be reinforced ASTM C-76), or corrugated metal pipe (CMP). CMP to be galvanized steel with treatment 1 asphalt coating or better. All CP and CMP shall have rubber gaskets. Mir�`imum coverage p requirements for pipe shall be per manufacturer's requirements. I 2. All pipe shall be placed on stable earth, or if the existing foundation is unsatisfactory, the Contractor shall over excavate and backfill with a gravel material as necessary to support the pipe. 3. Pipe backfill shall belaced equally I p q ally on both sides of the pipe or pipe -arch in layers with a loose average depth of 6", maximum depth 8", thoroughly tamping each layer. These compacted layers must extend for one diameter on each side of the pipe or to the side of the trench. Materials to complete the fill over pipe shall be as shown on the plans and indicated in these and the referenced specifications. 4. All grates (inlet and catch basin) shall be depressed 0.1 feet belo pavement level. 5. All catch basins shall conform to WSDOT Standard Type 1, unless otherwise noted. 6. The Contractor shall be responsible for adjusting all manhole, inlet, and catch basin frames and grates just prior to pouring of curbs and paving. 7. All catch basins with a depth over 5.0 feet to the flow line shall be a Type 2 CB. 8. All catch basins shall have locking lids. F 9. Standard ladder steps shall be provided in all catch basins/manholes exceedinc 5 feet in depth. 10. Catch basins shall have standard cast iron frame and grates and shall be" dlympic Foundry or approved equal. Catch Basins in the City right-of-way shall have vaned grate::. 11. All storm drain work must be staked for line and grade prior to starting const;'.uction. i 12. Storm drainage stub outs shall be marked with a 2x4 and labeled "STORM." Locations �--_ of these installations shall be placed on the Record Drawings and submitted to the City.. 13. Storm water retention/detention facilities, storm drainage pipe and catch basins shall be flushed and cleaned prior to City of Edmonds acceptance. 14. Prior to an site work Y pertaining to drainage, the Contractor shall contact the City of Edmonds to schedule an inspection. 15. The drainage system shall be installed in accordance with the approved plan. 16. One set of approved drainage plans shall be on-site at all times for drainage inspection. 17. No part of the drainage system shall be covered, concealed, or put into use until it has been tested, inspected, and accepted by the City. 18. Stencil storm drain grates with "DUMP NO WASTE, DRAINS TO STREAM.' ASI TE GRADING AND T. E. S. C. P. NOTES 1. All site work must comply to Appendix 33 of the Uniform Building Code. (1997 edition). 2. The Temporary Erosion and Sedimentation Control System shall be installed and inspected by the Engineering Inspector prior to all other construction. 3. If cut and fill slopes exceed a maximum of two feet horizontal to one foot vertical, a rock or concrete retaining wall may be required. All rock retaining walls greater than four (4) feet in height are to follow City specifications and to be designed and certified by a Civil Engineer experienced in soils mechanics. 4. As construction progresses and seasonal conditions dictate, the erosion control facilities shall be maintained and/or altered as required by the City Engineer to ensure continuing erosion/sedimentation control. Temporary siltation ponds and all temporary siltation controls shall bemaintained in a satisfactory condition until such time that clearing and/or construction is completed, permanent drainage facilities are operational, and the potential for erosion has passed. 6. All disturbed land areas shall be stabilized as required by the City of Edmonds. See sheet C-2 7.N `Nhere possible, natural vegetation will be maintained for silt control. 8• �ockpiles are to be located in safe areas and adequately protected by :temporary seeding and .nd tulching. HYDROSEED preferred. 9. Thi public ROW shall be kept clean. Tracking of mud and/or debris from the site will result in,rork stoppage. OTEMPORARY GRAVEL CONSTRUCTION ENTRANCE 1. INSTALLATION: The area of the entrance should be cleared of all vegetation, roots, and other objectionable material. The gravel shall be placed to the specified dimensions. Any drainage facilities required because of washing should be constructed according to specifications in the plan. If wash racks are used, they should be installed according to manufacturer's specifications. 2. AGGREGATE: 4" to 8" quarry spall. 3. ENTRANCE DIMENSIONS: The aggregate layer must be at least 6 inches thick. It must extend the full width of the vehicular ingress and egress area. The length of the entrance must be at least 20 feet 4. WASHING: If conditions on the site are such that most of the mud is not removed from vehicle tires by contact with the gravel, then the tires must be washed before vehicles enter a public road. Wash water must be carried away from the entrance to a settling area to remove sediment. A wash rack may also be used to make washing more convenient and effective. 5. MAINTENANCE: The entrance shall be maintained in a condition which willreve tracking or flow of mud onto public rights- . This ma re uirep nt with 2 -inch stone, as conditions demand, and repair and/or may periodic cleaning structures Bused to trap sediment. All materials spilled, dropped, washed or tracked from vehicles onto roadway or into storm drains must be removed immediately. HYDROSEEDING GENERAL NOTES 1. CONSTRUCTION ACCEPTANCE: Will be subjectto a well established ground cover which fulfills the requirement of, the approved. construction plans and these specifications. 2. All. seeded areas shall be protected from trespass and trampling by erecting temporary fence barriers, signs, and the like as required. Do not work in, over, or adjacent to seeded areas without proper protection and safeguards. Seeded areas shall be kept moist until well- established, and showing a vigorous, uniform stand of grass. 3. All .disturbed surfaces within the site, or affected R.O.W., not otherwise covered b asphalt, gravel, concrete, mulch, or. other plant material/landscape items as indicatedl on Plans shall be hydroseeded. • j Hydroseeding shall be in accordance with these plans and requirements of the City of Edmonds. Install seed, fertilizer, and mulch for hydroseed mix at the following application rates: Seed: 4 pounds per thousand square feet. Fertilizer: 12 pounds per thousand square feet. Mulch: 60 pounds per thousand square feet. Jute or. excelsior matting shall be placed on all regraded slopes steeper than 2 1/2:1, regardless of whether slope is seeded or planted. 4. PREPARATION OF SURFACE: All areas to be seeded shall be cultivated to the satisfaction of the City Inspector. This may be accomplished by discing, raking. harrowing or other acceptable means. 0 EXCAVATION, GRADING, AND FILL 1. Excavation, fill, and grading shall conform to the 2000 WSDOT Standard Spec.,'ions, UBC Appendix 33, 1997 edition, and City requirements. Work shall proceed'.. to the finished surfaces at the elevations and contours shown on the drawing,:' 2. Approximate locations of existing utilities have been obtained from available records and are shown for convenience. The Contractor shall be respons;bre for verification of locations and to avoid damage to any addlGonal utilities not shown. If conflicts with existin�a utilities arise during construction, the Contractor shall. notify the Engineer and any changes required shall be approved by the Engineer prior to commencement of related construction on the project. 3. Materials excavated in areas requiring cut grading may be used as fill if they meet the requirements for fill material outlined below. No boulders, concrete or asphalt chunks greater than 2 in its largest dimension may be used. Such material shall be disposed of off-site. 4. After clearing & grubbing is complete, the ground surface shall be prepared as follows: a. All areas to be surfaced with pavement, concrete, walks or steps, and building slabs shall have the top 12" of existing soils stripped and recompacted to at least 95% of the maximum density determined by ASTM D-1557 (Modified Proctor). b. Prior to recompaction of the stripped material all areas shall be proof rolled in the presence of the geotechnical engineer of the Owner's choice. Any areas deemed unsuitable by the geotechnical engineer shall be overexcavated and replaced with compacted fill material at an agreed unit price based on truck measure of replacement fill. 5. Imported fill shall be free -draining granular material without organics, and shall conform to WSDOT Section 9-03.10 for Gravel Base, 9-03.14 for Gravel Borrow, or alternate material approved by the Engineer in writing prior to its use. Fill shall have no more than 5% passing the #200 sieve. 6. Submit samples of proposed fill material for testing for the determination of the optimum moisture - density relationship per ASTM D-1557 (Modified Proctor), prior to any filling or overexcavation and replacement. 7. Place fill in 10" thick maximum lifts (loose) and compact to 95% of the maximum dry density per ASTM D-1557 (Modified Proctor). 8. Compact all fill using suitable compaction equipment. 9. Add moisture to the soils or scarify to dry soils as necessary to achieve specified compaction. 10. Contractor is responsible for soil and compaction testing in conformance with these specifications. 11. Soils may also be tested by Owner. 12. Contractor shall strip and re -compact all soils not meeting specified compaction at no additional cost to Owner. 13. For placement of ballast, gravel base, and/or crushed surfacing beneath Asphalt Concrete Paving (ACP), refer to the typical pavement section sheet C-6. JRR ENGINEERING, INC. SCALE: AS SHOWN DATE: 10/22/01 DRAWN: DJP CHECKED: RKR FILE NAME: C-6SPC.DWG MAINTENANCE OF SILTATION- BARRIERS 14 - Siltation Siltation Barriers shall be inspected immediately after each rainfall and at least daily during prolonged rainfall. Close attention shall be paid to the repair of damaged bales, end runs and undercutting beneath bales. Necessary repairs to. barriers or replacement of bales shall be accomplished promptly. Sediment deposits should be removed after each rainfall. They must be removed when the level of deposition reaches approximately one-half the height of the barrier. Any sediment deposits remaining in place after the straw bale barrier is no longer required shall be dressed to conform to the existing grade, prepared and seeded. Al ASPHALT CONCRETE PAVING 1. Materials and workmanship shall conform to the 2000 WSDOT Standard Specifications. Contractor should possess and be familiar with these Standard Specifications. 2. Paving work shall consist of new Asphalt Concrete Pavement (ACP) as shown on the approved drawings. 3. All edges of existing ACP shall be sawcut to provide for neat joints with new asphalt or other surfaces where new grades meet existing. Removed asphalt chunks shall be disposed of off site in an approved manner, or broken into pieces with 2" maximum dimension and compacted within the fill greater than 6" below subgrade. 4. Class "B" Asphalt Concrete Pavement shall be furnished and placed in conformance with the materials, methods, and tolerances of the WSDOT Standard Specifications Sections 5-04.1 through 5-04.3(21). Final compacted depth of asphalt concrete pavement shall be a minimum of 2" or as shown on the approved plans. Qi PAVEMENT MARKINGS 1. Paint striping shall be accomplished as indicated on the approved plans and details. 2. Unless otherwise noted, painted stripes shall be 4 in width. 3. Striping paint shall be as listed in these specifications, or one of the following or an equal approved in advance by the Owner. Sherwin-Williams Pro -Mar Traffic Marking Paint White B29 W 1 Yellow B29 Y 2 OR Preservative Traffic Paint OR Norton/Morris Application shall be in accordance with manufacturer's directions. 0 WATER DISTRIBUTION 1. All materials shall be new and undamaged. Unless otherwise. approved by the Engineer, the same manufacturer of each item shall be used throughout the work. Contractors shall furnish a watertight plug of the appropriate size which shall be installed in the end of the water main anytime work is delayed or stopped. 3. No connection. to the existing mains will be allowed except by means of an approved backflow prevention device prior to satisfactory flushing, testing, disinfection, and receipt of satisfactory bacteriological test results. 4. Service taps and meter installations will be made by City of Edmonds Public Works Department. 5. All work and materials must conform to City of Edmonds Standards. 6. The City of Edmonds Engineering Inspector must be notified at least 24 hours prior to commencing construction. 7. The Owner or the Owner's authorized agent shall notify Utilities of. a person who can be contacted regarding problems during construction on a 24 hour basis. Qi SANITARY SEWER NOTES 1. Sanitary sewer pipe to be PVC conforming with ASTM D-3034, SDR 35. Pipe bedding shall comply with City of Edmonds requirements. 2. All manholes shall have a .10 foot drop between invert in and invert out unless otherwise specified. 3. All manholes shall have locking covers. 4. Side sewer locations to be verified in the field prior to construction. 5. All new manholes shall conform to City of Edmonds requirements. 6. All side sewers shall be capped with a watertight plug and shall be marked for location with a 2"x 4" board, painted white, marked. "sewer" and noting the depth of the stub. 10 gauge locator wire is required on all plastic pipe. 7. All testing and connections to existing mains shall be done in the presence of a representative from the City of Edmonds. 8. Sewers shall be pressure tested per City of Edmonds requirements. Tests will be at a minimum of 4 psi for 15 minutes. 9. The contractor shall install, at all connections to existing downstream manholes, plugs to prevent foreign debris from entering existing system. The plug shall remain in place until final inspection and after the debris is pumped from the structure. 10. All sewer pipe shall be placed on stable earth. Where the existing foundation is unsatisfactory it shall be excavated below grade and backfilled as required by the City of Edmonds. Sewer bedding shall be placed to proper grade and shall provide unyielding continuous support for the pipe. U 1/22/021 PER CITY REVIEW COMMENTS RKR No. DATE REVISION APP'D DATE PREPARED: OCTOBER 22, 2001 K. �r w Skr� SHEET TITLE: . NOTES AND y SPECIFICATIONS w� 0 489 � w �ssIONAL E��1� I �L4 L JOB NUMBER: �2-ooZ 01-11 B EXPIRES: 10-25-2003 CLIENT NO.: 01-11 I a CITY of EDMONDS APPROVED FOR CONSTRUCTION CITY ENGINEER DATE GARDEN COTTAGES OWNER: JOHN GARBE 12616 49TH AVE. W MUKILTEO, WA 98275 (425)745-8613 SHEET ENGINEER: JRR Engineering, Inc. C-7 18609 76th Ave. W., Ste. B, Lynnwood, WA 98037 O (425) 697-5108 FAX 697-4506 7 SHEETS