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550 DAYTON ST.PDF11111111111 10825 550 DAYTON ST ADDRESS: TAX ACCOUNT/PARCEL NUMBER: Coq?,q2 Zip/ L)()() BUILDING PERMIT (NEW STRUCTURE):=3n.:962(WA1rJQ) 50 MUlh ( COVENANTS (RECORDED) FOR: 200 �jm 5 . - 2)D CRITICAL AREAS:, DETERMINATION: E] Conditional Waiver Study RequiredQ�eaiver DISCRETIONARY PERMIT #'S: 6D6 DRAINAGE PLAN DATED: 10-S-02, PARKING AGREEMENTS DATED: EASEMENT(S.) RECORDED FOR: PERMITS (OTHER):"3Q2>5A(fi=,) 20am4CDA�2m4W PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: it' 12-021 9-i0-05(Re.,4i5&j), 5'Z5-Q5 SEWER LID FEE SHORT PLAT FILE: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) GEOTECH REPORT DATED: 5-2-0-M STREET USE / ENCROACHMENT PERMIT LID LOT: 16 � 11 BLOCK: /;U WATER METER TAP CARD DATED: 2-2c) lb LATEMP\DS'Ps\Fom1s\Street File Checklist.doc RECEIVED S, : MAR 0 12005 PERMIT COUNTER RANSPLANTED ACER SIDEWALK Ex. PIERIS .EBORUS ORIENTALIS SED STONE PLANTER DAYT, AA"I'IJM'BLOODGOOD' d DRIVEWA. OClf!-_CA. RUSCIFOLI LEBORUS ORIENTALI Z-AJ'M ML-OC-4L- RETE RETAINING WALL J. PROPERTY LINE- 6,* CEDAR FENCE — H. BOLLARD LIGHTS — COTULASQUAL.IDA- -AN NORTH V-0" ::HARACIAS WULFENII— JM ALOPECUR4:NOF—S DAYTON CONDOMINIUMS —TRANSPLANTED ACER TRANSPLANTED PIERIS #2 —ATHYRIUM NIPPONICUM —VACCINIUM OVATUM A5;Aozuw,. ! _tZE'e. =ENDSII 'BRIDAL VEIL* .'r A P IgM POLY8LEPHARUM 61 A NCE H EARIS NOOTKANENSIS _�38L&AUM SPICANT 1P, —ACER CIRCINATUM NOOTKANENSIS'PENDULA _ACER CIRCIINATUM — DRY STACK STONE RETAINER —TRANSPLANTED PIERIS # I _PEIRIS JAPONICA *CAVATINE'. —VIBURNUM TINUS 'ROBUSTUM' QAY_R HELICTOTRICHON SEMPERVIRENS PARKING SPACVS TRANSFORMER, YA.J"r 2 TRASH ENCLOSURE 6 ------- --- — 16 STREET ALLEY FILE I' - I j ��!i DATE RECEIV :P* ERM IRES q PE NUM 7 CITY'OF EDMOND.8' JOB SUIT&APTR CONSTRUCTIORPERMITAPPLIC AT ON. i. 'ADO E _T_ as OWNER NAME/NAME OF BUSINESS 4ar�ford Contracting, In6. PLAT NAME�JBDIVISJON �0, f LID NO. ;,' . . . . . . I LOT NO. LID FEE It Cl MAILINGADDRESS t; "; .13256 Northup Way, #10 . PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP 1:..' TESCI 1,— .0 Panne R_"` 8 Us. li—it Raq. CITY ZI P . TELEPHONE 1 .: ��XISTING — PROPOSED� Imu—in Reas'. 0 suounme, Req.1a" a 3ellevue, 1W �425-643o-8�80"'L::-,__.� - A . EdIAREDDEDICATION_ FT U..N- NAME :�,�METER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED YES 0 NO 0 3 ADDRESS REMARKS ;OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL(DRAINAGE ^ITY, ZIP ]TELEPHONE NAME Hafi�fclrd Contracting, Inc. ENGINEERIhIG REVEIVEDIDATE ADDRESS .132,�6 Northupi Way, #10 E REVIEWED BY ass DATE ZIP TELEPHONE... WA t.� - 425-643�8580" —Bellevue, STATE LICENSE NUMBER EXPIRATION DATE CHECKEOSY , VARIANCE OR CU SHORELINE OR ADBN INSPECTION REO 'D BOND POSTED, C3 YES 0 NO HARTFC1088LP 6/15/02 SEPAREVIEW SIGN AREA HEIGHT PROPERTY TAX ACCOUNT PARCEL NO. COMPLETE EXXEMPT A .PROPOSED N/A ALLOWED PROPOSED 0043242-121.-016�00 Exp� 0 NEW RESIDENTIAL 0. PLUMBING/MECH': 61� LOTCOV.,FlArE A I E ED REQUIRED SETBACKS (FT.) FRONT SIDE REAR PROPOSED SETBACKS (Fr.) F�O . NT J/RSIDE REAR 0 ADDITION 0 COMMERCIAL C 4PLIANCE 0 CON HANGEOFUSE PAAKING LO�A 0 REMODEL. 0 APARTMENT 0 SIGN . REOD PROVI 0 61 FENCE 0 REPAIR X* Fl? -7-- -No V FA IE7fA. OTHER (n DEMOLISH . 0 TANK 0 rA AGE RETAJNINGWAUL RENEWAL ,ARP.RT 'K" Y r R C k0e, Af1PF_-0VAL_ (TYPE OF USE. BUSI;rFI ACTIVI Y) EXPLAIN: CHECKED BY" TYPE CONS RUCTION CCUPA NT. 4.- GROUP 10 NUMBER OF HUM ER 1,.CFIITtCA OF DWELLING AIR EAS SPECIAL INSPE AREA OCCUPANT STORIES 01 0 1 UNITS MBE �RIEOUIREO OCTOR I YES LOAD DESCRIBE WORK TO BE DONE REMARKS z PROGRESS INSPECTIONS PER UBC 1081FINAL INSPECTION REO'D Demolish SFR 4 575:� lo ts 16 & 17, b16bk'-'1if,- ' &L-� . Ciiy of Edmonds, V2, P39.in : &gL9'*- Snohoriiish County., Washington VALUATION ..FEE PLAN CHECK FEE HEATSOURCE GLAZING % LOT SLOPE BUILDING' PLAN CHECK ND: IVESTED DATE PLUMBING RIECHA�IC�L THIS PERMIT AUTHO IZES ONLY THE W . ORK NOTED. THIS PERMIT COVERS WORK �6.� R : t 8 E DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC L - G�ADINGIFII,I_ DOMAIN (CURDS . SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMI��IPN t: ... I - - . . 4rn� RqfiARGE ' P E MITAPPLIcAnON: 180DAYS PERMIT LIMIT. I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS 'EN"G.'REVIE'W FEES SEE BACK OF PINK PERMIT FOR MORE INFORMATION F OF HIS OR HER SPOUSE. HEIRS. ASSIGNS AND SUCCESORS ENG. INSPECTION FEE u, IN INTEREST. AGREE TO INDEMNIFY. DEFEND AND HOLD HARMLESS THE CITY OF NO APN' ',NSPI.'CTI.N Is ED'ONDS.WASHINGT N ITS OFFICIALS: EMPLOYEES, AND AGENTS FROM ANYAND 1E9 ALL CLAIMS FOR DAMAGEi OFWHATEVER NATURE. ARISING DIRECTLY OR INDIRECTLY,, R'C E RECE - FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE PLAN CHECK 0 POSIT 0 DEEMED TO MODIFY. WAIVE OR REDUCEANY REQUIREMENTOF ANYCITY ORDINANCE 0 NOR LIMIT IN ANY WAYTHE CrrrS ABIUTY TO ENFORCE ANYORDINANCE PROVISION.' RECE RECE TOTAL AMOUNT DUE . 4OR I HEREBY ACKNOWLEDGE THAT: HAVE READ THIS APPLICATION; THAT THE 114ORMATION GIVEN IS CORRECT. AND THAT AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- CALL TION: AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED OFPTHE LABOR CODE OF Tort"I"ATE OF WASHINGTON RELATING TO N VQ;T FOR INSPECTION S WORK e� S ENSATION 1��RAN5KNO RCW 18.27. 'CO S TU Q DATE SIGYED 1 (425) LW A le 771-0,2222.00 1 0 A17ENT , N 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-. CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 FAX 5198 APPLICATION APPROVAL This ap lioationju, not a pernst until signed by the Building Offl�cisl o, hisJhor Deputy: and Fees am paid. and receipt Is ackni-ledgad in space provided. /GIG, T �11—� 'DATE ELEASED BY AATE/ ORIGINAL -FILE YELLOW- INSPECTOR PINK - OWNER GOLD - ASSESSOR 7 CA File No: 0 -Critical Areas Checkli* Site Inform . afion'(soi ' Isl ' t6pography/hydrolagy/vcsgetation) 1. Site Address/ Location: -!746 DAY7WtJ sTge-i5r AWMot47S' WA 2. Property Tax AcciountNumbe�r: 3. Approximate!Site',Size (acres or square feet):., 4. Is this site' currently developed? _k yes; 'no.' If yes; how is site. deMoped? StAIM-e 5.. Describe the general site topography. Checkall 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 presenf, on site'6hnore than'15% and less thari 30% a vertical rise of 10-feet h"T" ' ditan�e6f, 3 overa orizontal is 3 to"`664e6t): Steep: grades -of grea - ter than 30%,present on site (a vertical rise of 10-feet over a horizontal distance -of less,than 33-feet)., Other (pleasedescribe):' 6. Site contains areas of year-round standing waitei `tJo, :A prox. Depth: p 7. Site contains areas of seasonal standing waten, NO Approx. Depth: What season(s) of the year? 8. S ite' is in the floodway flood in 'P�6 of a! water: course. plai. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round? Flows are seasonal? �MhaUime-6f - ear? tIZA y 10. Site is primarily: forested meadow shrubs mixed urban landscaped (lawnshrubs etc) X 11. Obvious wetland is present on site: )46 .4 ca ��ej� , To WTI. _5 ;7.:'' 1W, %5 '��-gn z- W 17 'R i� o yp.e q Rr "9 Wtk 'at& kk!'M AY' -MiMd"'Byen or &W -Gi 150- q W"MVIVf� 240,a MM "J it& kla't i a', e i i ffi: S'U" b i d i St. ilkM' , qgL . . . . . . . . . ... S4, .7 eviewed! t"i Critical Areas Cheeklist.doc/3.19.2001 mon'ds City of -d "' - I - Development'Services Departinept�.,, Planning Division hone'?, 425.77-1.0220., Fax: 425.771.022 lk,�) iz Date Receive —VIW14A City Receipt #: Critical Areas File -Critic6l Area!�-,�Checklist Fee: $45.00 ,,.I, Date. Mailed,;to.ADDH�c n - The Critical Areas Checklist contained on-Ahis-fo fm-isto �A�properqy%q)�per, or his/her .'authorized,- representative c st, sign an date it, and submit it be filled out by any -person preparing a 'Dev�loprrieln—t�-"--mlist'fliI -the-,che' ldi- d' Permit Application for the City of Edmonds prior to --'Ao'� -the City. - The City, will review the checklist, make a his/her submittal of the application to the City. _precursory site visit, and make a determination of the sub§equerit steps necessary 'to complete a development The purpose of the, Checklist is to enable City staff to perm�tapplication., determine whether any potential Critical Ar6als''are,'6f'" may be, present on the subject property. The information Please submit avi6iiii-ty miap',;along with the signed copy needed to complete the ,Qhecklist. should, be :easil x� -oft�isfbrmtoassist.City t4f I ' .' Y�) " '. . - 1. 1 . § fin finding land locating the available from observations of the site or data a�ailabl�e, at,. specific, Diece of property, described on thi's * forrin In City Hall (Critical areas inventories, maps, or soil addition, the applicant shall include other pertinent 'rinf6rination (e.g.:'sit� Plahl,"topogtaphy map, etc.) or surveys). stiidies'n conjunction with this -Checklist to assistant * staff in completing theirpreliminary assessment of the site. The undersigned applicant, and his/her/its heirs, and assigns, ini consideration on the processing of the application agrees to release, indemnify, defend and hol d the C ity'of - Edmonds harmles s from any and a 11 damages, including reasonable attorney's fees, arising from any action- or I infraction- 1�4'ge'd in- Whole I or part upon Ialse, misleading, inaccurate - or incomplete information furnished by the applicant, his/her/its agents or q!11p1qyees. By my signature, I certify that the information and exhibits.,herewith submitted are,true and,correct to the best of my knowledge and that I am authorized to file thi �s-a''p"p'iiica'tliori-oii-i'l�-behalf of the owner'as'listed -below. P" DATE 99 SIGNATURE OF APPLICANTIAGE Property Owner's Authorization By my signature, I certif� that I have authorized the above Applicant/Agent to,apply for the subject land use application, and grant my permission for the public officials and the staff of the Cit�..of Edmonds to enter the subject property for the and posfi�Vattendpqq, ,;)iis apo ri purposes of inspection Owner/Applicant: .,'Aoolicanit Representative: "l-,a) 1! �9,46/5 �,711106x C L4ai5- WA Name 'Narri6 Street Address Stre'ef'Address.,, q8 605-, K, g le. L'A� 0 VJA- q8os� City State Zip ,i7,ity.. State zip Telephone: -ZS) Tele n V�) -pho e:- Email address (optional): Email Address (optional): Critical Areas Checklist.doc/3.19.2001 CD 7-, gm 09 op� �gl KA to Ij lk� 425 643 8611; 11 /06/02q40AM;JetFaX- #390;page 2/2 ;ent.by: HARTFORD.CWR TING UT HARTFORD a U 9 1 rs�'L-. I IU CONTRACTING, INC. BID,SCOPE/QUOTATION PROJECT: 550 Dayton St. Condos DATE: October 3.1 2002 Edmonds, WA. We include the foilo�ying work: Driveway, CUTbs� - Site Utilities, Eanhwork, Site Concrete work, Sidewalks, We exclude the foflowing: WSST; bonds; pennits; fees; U.qe tax; testing Enuineering I Layout / Dewatering 0 Barricades or traffic contMl N4)sc iron material, Storm system Sewer system Water system Earthwork Concrete Site Work $12,500 1,5-; e->0 (z), $7.5()() "t $3:500 41 1 -)'(W 14i*4z> $15,500 1 4,e>O Total Base Bid - $ $51,000 J Conditions .Lf bid'. Bid based (in access 10 job site for concrete trucks and deliveries The area around the work site to he availahle for our storage and work space Bid valid for 90 clays Prime to provide water, power, and toilet. facilities Proposal is based on receipt of standard subcontract for AIA, ASC, Or ASA with asis as prime retainage to be on same b' Prime.to provide dehris box. Hatil'Ord . Contracting will cleanup our work Bond is available at 2.5% Ron ild 11. Smith ENtimator '11�jvz ne 4X 111i'le Z,- CCIC I at-oviaw nrive-Suite 260 0 Kirkland, WA 98433 0-Ph (425) 7A9-4756 0 Fax (425),739-0711 LOCAr' LOCATE REQUEST NUMBER DATE CALLED: FOREMAN/CREW FUTURE SERVICE NO COMMENTS BORE: CUT: DRAWING 4 LOC-X- DATE: -S/6.5 U OC INITIAL: Lci . 0 G" I ACCOUNT: z METER SHOP ROUTE/SEQUENCE SUPPLIER: TREATMENTPLANT FOREMAN B L T- UTILITY SIZE LOCK 0 BILLING RESIDENTIAL UNLOCKED APARTMENT UNITS OFFICE UNITS COMMERCIAL UNITS City('_�j Edmonds — Water Departrk'nt TAP CARD No. �73_1�_ Meter Reading: (5CCO 0 ISize I Mfgrs. No. Style /Purchaser: - �Yl 15- 1! p �' /I.Serv. Add. Billing Address: xN a me Street IV191 /?7M city Date: C 91c 9, 94! t 5 Rec'eipt:&' �1!5_ 7 Meter Size: Meter, $ Connection $ ,Street Cut $ Permit # C2�zz Meter Location E - PRo P L-i t* 13 �j r- /L VAvLA Service Material: /2- Pressure lbs. GPM Date of -Work By': 0 6. -5 .Proj. No: Remarks- 'Rik APPLICATION for The City of Edmonds SIDE SEWER PERMIT NEW CONSTRUCTION C] REPAIRS EASEMENT No . .......................................... OWNER........ ---- 7-L . ................................................. CONTRACTOR .................................................................................................. PERMIT No . ...................... ADDRESS -...,54? .... ... %�� - -------------------------------------- .............................. BLOCK No . ............................................ ... LEGAL DESCRIPTION: LOT No . ................ NAME OF ADDITION 0 0 Aw I ha,2, 6ZA- dw-"� /I? 7Q ppro, i*. DATE................................................ By ...................................................................... _177-7 STANDA DRAINAGE D WORKSHEET OWNER' U I r ADDRESS C-AMOAAr. OA. L7� o2o IMPERVIOUS AREA N SYSTEM CALC BY. PHONE: 4W -3q/-) /4 1 C DATE: b 7, "'DESIGN DATA***** PIPE DIA PIPE LIS 3o FINISHED G DETENTION PIPE LENGTH '!�nl I &L MINIMUM T .5Z TO IX SLOPE ORIF�O.E !NG LID ICAL) REF C. E I V E D %EATU6E�yg0mNcfOPjO1FI L 2 ��' 2'Q I � I CONC BOX OR RISER -----TD OUTLET BuiLDNO DEE_PT OUTLET CONTROL MIN. UPPER CATCH BASIN ORIFICE "V CONTROL CATCH BASIN SYSTEM CROSS SECTION. 2'X2'X6'.DEEP, 4-6- SPALLS OR EGUAL FROM CONTROL CB 2'X 2'x 3' DEEP, 3/4' CRUSHED RUCK DE FROM CONTROL OUtLE�T ENCH. MIN 10' LdNG. N%TR H SMALLC15EL NSF WITH JUMP' OUTLEV PRiGNER TO PLA . N1 VASHCNDIRDkRFAiN ROCK RUNOFF SPREADER. TRENCH FOOTING DRMNS SHALL NOT BE CONNECTED TO DETENTION SYSMM NOTES.- 1. Call Engineering Division (771-0220) for a fightline, and detention system inspection before backfilling and for final inspections. APPROVED BY 2, Responsibility for operation and maintenance of drainage systems on private property is the responsibility of the property owner. Material accumulated in the.stomga pipe must -be flushed out and removed from the catch basins to allow proper operation. lUe outlet control orifice DATE must be kent onen at all times. Table 1 — Detention Pipe Sizes Impermeable Required Area Sq. Ft. Vol Cu Ft 2000 50 2500 62 3000 75 3500 87 4000 100 4500 112 5000 125 Note: Allowable Pipe Materials: Impermeable Area Sq. Ft. 2000. 2500 3000 3500 4000 4500 Pipe Diameter 15" 18m 24n 30u 40 28 16 0 50 35 20 13 60 42 24 15 Required pipe 70 49 28 18 length in feet 80 56 32 21 90 63 36 100 70 40 25 Reinforced Concrete Aluminized Steel Aluminum CMP Asphalt Coated N — 1. 2 ADS (Not permitted on roads) Table 2 — Outlet Orifice Sizes Outlet Orifice Diameter (Inches 5/8 5/8 3/4 3/4 7/8 7/8 Table 3 — Rectangular Catch Basin Requirements Detention Max. size. Catch Basin pipe diameter knockout— Type < 18M 200 Type 1, C13 IS 18" to 24' 260 Type IL, CB 16 240 to 36' 360 Type 11, CB 19 19 (480 Basin) 36"to 42" 4211 Type 11, C13 19 19 (54" Basin). *Source: Assoc. Sand & Gravel Co. Standards GEOTECHNICAL ENGE'iEERING STUDY PRoposED DAYTON CONDOMMWUMS 548 DAYTON STREEET Emoms, WAsmiGmN G-1516 Prepared for Mr. David Calixto Hartford Contracting 13256 NE 20'h Street, Suite 10 Bellevue, WA 98005 March 22, 2002 GEO GROUP NORTHWEST, INC. 13240 NE 20'hStreet, Suite 12 Beflevue, Washington 98005 Phone: (425) 649-8757 RECEIVED MAY 2 0 2002 BUILDING DEPT. STREET FILE M iffl Group Northwest, March 22, 2002 Mr. David Calixto Hartford Contracting 13256 NE 201h Street, Suite 10 Bellevue, WA 98005 Inc. Subject: GEOTECHNICAL ENGINEERING STUDY Project: Proposed Dayton Condominium 548 Dayton Street Edmonds, WA 98020 Dear Mr. Calixto: Geotechnical Engineers, Geologists & Environmental Scientists G- 1516 Geo Group Northwest, Inc. has completed a geotechnical engineering study of the proposed Dayton Condominium project at 548 Dayton Street in Edmonds, Washington. Four test pits were excavated on March 14, 2002. Suitable foundation bearing sod consisting of dense to very dense silty SAND with varying amounts of gravel was encountered at a depth of 3.5 to 4 feet below the ground surface. No groundwater seepage was encountered. Based on the results of our study, it is our professional opinion that the site is geotechnically suitable for the construction of the proposed condominium. The proposed building can be supported on conventional spread footings bearing on the dense site soils. Please refer to the text of the attached report for specific details regarding our site development recommendations. Should you have any questions regarding this report, please feel free to call us. Sincerely, Geo Group Northwest, Inc. ZOOA-ric� a7�'e William Chang, P.E. Principal 13240 NE 2Dth Street, Suite 12 * Bellevue, Washington 98005 Phone 425/649-8757 e FAX 425/649-8758 K TABLE OF CONTENTS JOB NO. G-1516 Pgge 1.0 INTRODUCTION 1.1 PROJECT DESCRIPTION 1.2 SCOPE OF SERVICES 1 1 2.0 SITE CONDITIONS 2.1 SITE DESCRIPTION 2.2 GEOLOGIC OvERvIEw 2 2 2.3 FIELD INvEsTiGATION 2.4 SOIL CONDITIONS 2 2.5 GRouNDwATER CONDITIONS 3 3 3.0 SEISMICITY 3.1 PUGET SOUND SEISM . C HISTORY 3.2 ......... UNIFORM BUILDING CODE 3 4 4.0 CONCLUSIONS AND RECOMMENDATIONS 4.1 GENERAL 4.2 SITE PREPARATION AND GENERAL EARTHWORK 4 4.2.1 Wet Weather Considerations 5 4.2.2 Weathered Zone Preparation 5 4.3 ............................................... STRUCTURAL FILL MATERIAL 6 4.3.1 Structural Fill Placement Compaction 6 4.4 and .............. ....................... SOIL CEMENT & SUBGRADE STABILIzATION 7 4.5 ...... ....... ExCAVATIONS AND SLOPES 8 4.6 ................... ................................. FOUNDATIONS 9 4.7 ..................... ......................................... SLAB-oN-GRADE FLOORS 9 4.8 .................................................... PERMANENT BASEMENT AND CONVENTIONAL RETARqING WALLS ...................... 10 10 4.9 DRAINAGE 4.9.1 Surface Drainage 4.9.2 ...................................................... Footing Drains 12 ........................................................ 13 5.0 LIMITATIONS .......................................................... 13 6.0 ADDITIONAL SERVICES ................................................ 14 ILLUSTRATIONS Plate I - Vicinity Map Plate 2 - Site Plan Plate 3 - Geologic Map Plate 4 - Typical Footing Drain Detail APPENDIX A - TEST PIT LOGS & USCS SOIL LEGEND Geo Group Northwest, Inc. GEOTECHNICAL ENGINEERING STUDY PRoposm) DAYTON CoNDommwums 548 DAYTON STREET IEDmoms, WASMINGTON G-1516 1.0 P4'MODUCTION 1.1 PROJECT DESCRIPTION The project site is located at 548 Dayton Street in Edmonds, Washington, as shown on the Vicinity Map - Plate 1. The proposed development will consist of a three-story, four -unit condominium with a four car garage to be located on the north side of the building and four open parking stalls to be located next to the alley. The building will have a footprint of approximately 71.5 feet by 39.5 feet (2,824 square feet). The side yard setbacks will be 10.3 feet, the backyard setback will be 21.5 feet and the front yard setback 17.0 feet, as shown on the Site Plan, Plate 2. -The bottom floor will be concrete slab -on -grade with a finished floor elevation of 94.58 feet. 1.2 SCOPE OF SERVICES The tasks completed for this study were conducted in general accordance with the scope of work presented in our proposal dated October 19, 2001 and the request for proposal prepared for 548 Dayton LLC, dated December 20, 2001. The scope of work included the following: Excavation of four test pits to depths of up to 10 feet dependent upon the depth of dense native sods. The test pits were logged by an experienced engineering geologist from our office and representative soil samples were collected for moisture testing in our laboratory. Soil logs were prepared containing the soil classification and moisture test data. 2. Engineering analysis for foundation support design criteria, grading considerations, excavations, drainage and earthwork criteria for the on -site sods and imported sods. Preparation of this geotechnical engineering study report with the results of our activities, findings, conclusions and geotechnical recommendations. Geo Group Northwest, Inc. --a 0 0 March 22, 2002 G- 1516 Dayton Condominium, Edmonds Page 2 2.0 SM CONDMONS 2.1 SITE DESCRIPTION The project site consists of two rectangular shaped lots that together measure *approximately 59.9 feet east/west by I 10. 1 feet north/south (6,601 square feet) as shown on the Site Plan. The project site is bounded on the north by Dayton Street, to the south by a 15 foot wide paved alley, to the east by a single family residence and to the west by a condommium. . Topographically, the site is relatively flat, sloping downward toward the northwest property comer at a gradient of 7 to 8 percent, from 104'feet at the southeast comer to 95 feet at the northwest property comer. At the time of our subsurface site investigation the grading contractor had completed the demolition of the former residential structure shown on the Site Plan, and was removing the debris The project site is currently stripped of most vegetation with the exception of a grass lawn area and one tree located at the north end of the lot. 2.2 GEOLOGIC OVERVEEW According to the Geologic Map of the Edmonds East and Part of the Edmonds West Quadrangles, Washington by James P. Minard, dated 1983, the project site is located near the contact between Transitional Beds underlying Whidbey Formation, as shown on the Geologic Map, Plate 3. Transitional beds consist of glacial and non -glacial deposits of fine grained sediments including clay, silt and fine sand mostly deposited in lakes and fluvial systems in advance of the ice front during the early Vashon Stade of the Fraser to Pre -Fraser glaciation time period. The Whidbey Formation typically consists of bedded, compact, commonly oxidized, medium -to -coarse grained Sand deposited as interglacial sediments of Pre -Fraser glaciation period. 2.3 FIELD INVESTIGATION Geo Group Northwest, Inc., explored the subsurface soil and groundwater conditions at the site by excavating four test pits on March 14, 2002. The test pits were excavated near the four comers of the proposed condominium structure. Their approximate location is shown on the Site Geo Group Northwest, Inc. March 22, 2002 G-1516 Dayton Condominium, Edmonds Page 3 Plan. Soil samples at varying depths were collected, classified and returned to our laboratory for moisture testing. 2.4 Som CONDITIONS The main portion of the site has been stripped of top soil. Underlying the top soil is loose to medium dense weathered reddish brown SAND (Recessional Outwash?) to a depth of 1.5 to 4 feet below the existing ground surface. Underlying the Sand in places is a I to 2 foot thick layer of medium stiff to stiff gray SELT to medium dense sandy SELT with some gravel. Suitable foundation bearing soils were encountered at 3.5 to 4 feet and consisted of dense to very dense silty SAND with varying amounts of gravel. Specific subsurface information is presented on the test pit logs in Appendix A. 2.5 GROUNDWATER CONDITIONS No groundwater seepage was encountered in the test pits, however some of the medium stiff Silts and medium dense silty fine Sands below the reddish brown weathered zone are very moist in places. It is important to note that groundwater levels can fluctuate seasonally, depending on rainfall, surface runoff and other factors. 3.0 SEISNUCITY 3.1 PUGET SOUND SEiswc HISTORY The greater Puget Sound area has experienced a number of small to moderate earthquakes and occasionally strong shocks since records have been kept in the Pacific Northwest. The major earthquakes in the region are believed to be associated with deep-seated plate tectonic activity. Major faults within the region have not been active in the Holocene (geologic period dating since the last glacial retreat 12,000 years ago), consequently, none are known to be associated with historical seismicity. The following seismically significant earthquakes have been recorded in the Puget Sound region: Geo Group Northwest, Inc. March 22, 2002 G-1516 Dayton Condominium, Edmonds Page 4 Earthquake History Location Date Richter Magnitude Olympia April 13, 1949 7.1 Seattle -Tacoma April 29, 1965 6.5 Vashon Island January 28, 1995 5.0 Duvall May 2, 1996 5.4 Nisqually I February 28, 2001 6.8 3.2 UNIFORM BUILDING CODE CLASSIFICATION According to the 1997 Uniform Budding Code (UBC), western Washington is classified as Seismic Zone 3 (Figure 16-2 in the U,BC), which is assigned a Seismic Zone Factor, Z, of 0.30 (Table 16-1 in the UBC). The soil conditions encountered at the site during our investigation correspond best to a Soil Profile Type of Sc and Soil Profile Description of Very Dense Soil (Table 16-J in the UBC). Based on a Seismic Zone Factor (Z) of 0.3 and a Soil Profile Type of Sc the Seismic CoefficientCAis 0.33 (Table 16-Q in the UBC) and the Seismic Coefficient C, is 0.45 (Table 16-R in the UBC) for the site. 4.0 CONCLUSIONS AND RECOMMENDATIONS 4.1 GENERAL Based on the results of our study, it is our professional opinion that the site is geotechnically suitable for the proposed condominium development. To mitigate potential settlement of the loose to medium dense weathered surface soils we recommend excavating and compacting the site soils under slab -on -grade floors, sidewalks, patios, driveways and parking areas as discussed in the Weathered Zone Preparation section of this report. Geo Group Northwest, Inc. March 22, 2002 G-1516 Dayton Condominium, Edmonds Page 5 The proposed structure can be supported by conventional spread footing foundations supported directly on the dense to very dense site soils. The dense site soils were encountered at 3.5 to 4 feet below the existing site grade. Footing drains should be installed around the perimeter foundation as discussed in the Drainage section of this report. Specific recommendations regarding the site development are presented in the following sections. 4.2 SITE PREPARATION AND GENERAL EARTHwoRK The former single family residence has been completely removed from the site and most of the top soil and surface vegetation has been removed. Remaining surface vegetation and topsoil should be removed in areas of the new building footprint, slab -on -grade floors, patios, driveways and sidewalks. 4.2.1 Wet Weather Considerations The onsite soils contain varying amounts of silt size particles and are susceptible to erosion and are moisture sensitive. During very wet weather the onsite soils may become unsuitable for use as structural fill material. If the onsite material is too wet to be compacted to the compaction specifications, it may be necessary to dry or replace it with a more granular material. Exposed soils should be protected from erosion and good site surface drainage should be maintained. Water should not be allowed to stand in any area where footings, slabs or pavements are to be constructed. Loose surfaces should be sealed by compacting the surface to reduce moisture infiltration. Surface water should be diverted from draining into excavated footing and utility trenches. Ponded water should be diverted to a settlement pond to remove silt prior to discharge. During wet weather we recommend leaving the subgrade several inches high in the area of floor slabs to protect the moisture sensitive site soils. Final excavation can then be accomplished later to remove unsuitable material and minimize exposure of the final subgrade to weather. We also recommend that construction traffic be kept off the final subgrade. If construction traffic can not be avoided, then we recommend the subgrade be protected with four -inches of 1-1/4 inch size crushed rock, dependent on the disturbed site conditions and weather conditions. Geo Group Northwest, Inc. 0 March 22, 2002 G- 1516 Dayton Condominium, Edmonds Page 6 If stockpiled site soils are to be used as structural fill, it will be necessary to thoroughly cover the material to prevent rainwater infiltration. Tarps should be anchored with sand bags to protect them from wind. On dry days, tarps can be pulled back to assist in drying out the soil, if needed. Generally, temporary erosion control measures should be installed around areas disturbed by construction activity to prevent sediment -laden surface runoff from being discharged off -site. We recommend temporary sediment control traps, the use of properly installed filter fabric fences, storm drain socks, check dams, straw mulch, stabilized construction entrances, wash pads, and other erosion control devices and techniques to provide temporary erosion and sediment transport control. Temporary slopes that are exposed to weather should be covered with plastic sheets to minimize erosion. Slopes not protected by plastic sheeting should be protected with straw mulch. 4.2.2 Weathered Zone Preparation To mitigate potential settlement of the loose to medium dense weathered surface soils under slabs, sidewalks, patios, driveways and parking areas, we recommend densi4ring the weathered zone by removing the top 1.5 feet of the weathered Sandy material in these areas, compacting the remaining subgrade with a large vibratory roller and placing the excavated soils back in compacted lifts that meet the structural fill compaction standards discussed in the Structural Fill Placement and Compaction section of this report. The contractor may want to complete this as part of the site preparation, prior to the start of construction while the site is open, accessible, with room to stockpile the excavated material. 4.3 STRUCTOUL FILL MATERIAL All fill material used to achieve design site elevations below building foundations, slab -on -grade floors, pavements or concrete flatwork such as patios and sidewalks should meet the requirements for structural fill. The onsite soils contain silt size particles and are moisture sensitive, potentially making compaction difficult during wet weather. During wet weather imported granular soils can be used as structural fill, such as a gravelly Sand pit run, or the onsite sandy soils can be cement treated as discussed in the Soil Cement section of this report. Granular fill materials should be compacted with vibratory compaction equipment, such as a vibratory drum roller or hoe -pack. During dry weather, any compatible non -organic soil may be used as structural fill, provided the material is near the optimum moisture content for compaction Geo Group Northwest, Inc. *1 0 March 22, 2002 G- 1516 Dayton Condominium, Edmonds Page 7 purposes. During wet weather, import material to be used as structural fill should have the following specifications: 1. Be free draining, granular material, which contains no more than 5 percent fines (silt and clay -size particles passing the No. 200 mesh sieve); 2. Be free of organic and other deleterious substances; 3. Have a maximum size of three (3) inches. 4.3.1 Structural Fill Placement and Compaction All structural fill material should be placed at or near the material's optimum moisture content. The optimum moisture content is the water content in soil that enables the soil to be compacted to - the highest dry density for a given compaction effort. Structural fill should be placed in thin horizontal lifts not exceeding 10-inches in loose thickness. Each lift should be compacted to the minimum percentages shown in the table below, as determined by ASTM Test Designation D- 1557 (Modified Proctor), unless otherwise directed in the field by the geotechnical engineer at the time of construction: STRUCTURAL FILL RECOMMENDATIONS Maximum Lift Thickness I 10-inches (loose) COMPACTION APPLICATION % of Maximum Dry Density ASTM D-1557 (Modified Proctor) Under Pavements, Sidewalks, Patios 95% for the top 12-inches & Backfill of Foundations/Basement Walls 90% below the top 12-inches Under Foundation Footings & Slab -On -Grade Floors 95% Landscaping 87 percent H Geo Group Northwest, Inc. 0 0 March 22, 2002 G- 1516 Dayton Condominium, Edmonds Page 8 4.4 SOIL CEMENT & SUBGRADE STABILIZATION Sods that are over the optimum moisture content can be cement treated to moisture condition the soil and improve compaction, subgrade condition, subgrade stability, and reduce construction traffic impacts on the subgrade. Cement treatment may be a viable option to consider rather than removal and replacement with an import material. In general, cement treatment consists of tilling dry cement into the soil, creating a cement treated base (CTB) that is a minimum of 12-inches thick. For very poor subgrade conditions the cement treatment should extend down to the dense/firm soils. Prior to cement treatment the site should be graded to prevent cutting or removing the 12-inch minimum thickness of CTB during the final grading process. The rate of application of the cement is dependent on the type of soil and the soils moisture content and may vary from about 4 percent to 8 percent (43 lbs to 86 lbs per square yard by I - foot deep). Based on our experience, a 5 percent cement content or an application rate of 6.5 pounds per square foot (58.5 lbs per square yard) should be adequate for the onsite weathered Sand. Site traffic (equipment, trucks, backhoes and forklifts) can soften areas treated with cement. Yielding subgrade areas should be evaluated by the geotechnical engineer and if necessary we may recommend applying additional cement treatment, or over -excavating and replacing with imported structural fill, underlain by geotextile fabric. The CTB should be protected in heavy traffic areas by covering with a minimum of 4 inches of 3/4-inch minus crushed rock or other imported soil approved by the geotechnical engineer. It should be noted that the cement treated base can harden to the point of having an impact on later site utility work, especially if higher cement application rates are used. Subarade Stabilization The subgrade below parking areas and driveways should be compacted, then proof -rolled with a piece of heavy construction equipment, such as a fully loaded dump truck, to verify the subgrade is unyielding prior to paving. All proof -rolling should be performed under the observation of a representative of Geo Group Northwest. Soft spots or disturbed areas may need to be removed and replaced with compacted structural fill or crushed rock. If the subgrade is wet, or of poor Geo Group Northwest, Inc. 0 9 March 22, 2002 G-1516 Dayton Condominium, Edmonds Page 9 quality, we may recommend placing a woven geotextile, such as M[irA 500y" under the structural fill to provide subgrade stabilization and separation of the materials. 4.5 ExCAVATIONS AND SLOPES Excavations of up to 8.5 feet are anticipated along the south side of the building for footings. Under no circumstances should temporary excavation slopes be greater than the limits specified in local, state and national government safety regulations. Temporary cuts greater than four feet in height should be sloped at an inclination no steeper than I H: I V (Horizontal: Vertical) in the loose to medium dense soils, and I/2H:IV in the dense cemented sods. If open cut slopes of this inclination or flatter cannot be constructed due to property fine or other restraints, temporary shoring may be necessary, however the setbacks should allow the use of open cuts. Permanent cut and fill slopes should be inclined no steeper than 211: IV. If groundwater seepage is encountered during construction, excavation of cut slopes should be halted and the cut slopes re- evaluated by Geo Group Northwest, Inc. 4.6 FOUNDATIONS We recommend the condominium foundations be supported by conventional spread footings placed directly on the dense to very dense underlying sites soils. Optionally, footings may be placed on compacted structural fill that extends down to the dense site soils. Individual spread footings may be used for supporting columns and strip footings for bearing walls. Our recommended minimum foundation design criteria are as follows: - Allowable Foundation Soil Bearing Pressure (including all dead and live loads) - Dense native soils - Compacted Structural Fill = 3,000 psf = 2,000 psf - Minimum depth to bottom of perimeter footing = 18 inches (below adjacent final exterior grade) - Minimum depth to bottom of interior footings = 18 inches (below top of floor slab) Geo Group Northwest, Inc. 0 March 22, 2002 G-1516 Dayton Condominium, Edmonds Page 10 - Minimum width of wall footings = 16 inches - Minimum lateral dimension of column footings = 24 inches - Estimated post -construction settlement = 1/4 inch - Estimated post -construction differential settlement = 1/4 inch (across building width) A one-third increase in the above allowable bearing pressures can be used when considering short- term transitory wind or seismic loads. Lateral loads can be resisted by friction between the foundation and the subgrade or by passive earth pressures acting on the buried portions of the foundations. Our parameters for ffiction and lateral resistance are described in the following section. 4.7 SLAB-oN-GRADE FLooRs The bottom slab -on -grade floor may be constructed on the dense site sods or on compacted structural fill that extends down to the dense site sods. To avoid moisture build-up on the subgrade, slab -on -grade floors should be placed on a 6-inch thick capillary break, crushed rock base. The crushed rock base should consist of crushed rock containing no more than five (5) percent finer than the No. 4 sieve and a diameter ranging from 5/8 inch to 2-inches. A vapor barrier, such as a 6-mil plastic membrane, can be placed over the capillary break beneath the slab to reduce water vapor transmission through the slab. Two inches of sand may be placed over the barrier membrane for protection during construction. Fills below slabs and the capillary break material shall be compacted to structural fill specifications. We anticipate the soil subgrade elevation below the slab will be at elevation 93.58 feet, 12-inches below the finished floor elevation (4-inch thick slab, 6-inches of capillary break and 2-inches sand). 4.8 PERmANENT BASEMENT AND CANTILEVER RETAINING WALLS The project will require basement walls up to an anticipated height of 8 feet. Permanent basement walls restrained horizontally on top are considered unyielding and should be designed for a lateral Geo Group Northwest, Inc. -M 0 0 March 22, 2002 G-1516 Dayton Condominium, Edmonds Page I I soil pressure under the at -rest condition; while conventional reinforced concrete walls free to rotate on top should be designed for an active lateral soil pressure. Active Earth Pressure Conventional reinforced concrete walls that are designed to yield an amount equal to 0.002 times the wall height, should be designed to resist the lateral earth pressure imposed by an equivalent fluid with a unit weight of 0 35 pcf for level backfill behind yielding was. At -Rest Earth Pressure Basement walls supported horizontally are considered unyielding and should be designed for lateral soil pressure under the at -rest condition. The design' lateral soil pressure should have an equivalent fluid pressure of 0 45 pcf for level ground behind permanent unyielding walls. For sloped ground behind the wall, a surcharge load equivalent to 50 percent of the soil height above the wall should be considered in addition to the above active and at -rest soil pressures. Passive Earth Pressure and Base Friction The available passive earth pressure that can be mobilized to resist lateral forces may be assumed to be equal to 350 pcf equivalent fluid weight for both engineered structural backfill and undisturbed soils. The base friction that can be generated between concrete and undisturbed bearing soils or engineered structural backfill may be based on an assumed 0.35 friction coefficient. We recommend that a vertical drain mat, such as Miradrain 6000 or equivalent, be used to facilitate drainage behind permanent concrete basement walls, as illustrated on the Typical Footing Drain Detail, Plate 4. The drain mat core is placed against the basement wall with the filter fabric side facing the backfill. The drain mat should extend fi7om the finished surface grade, down to the footing drain pipe bedding material. Geo Group.Northwest, Inc. 0 March 22, 2002 G-1516 Dayton Condominium, Edmonds Page 12 If vertical drain mats are incorporated into the design, the on -site soiti can be used as structural backfill behind the walls, provided the backfill material can achieve the specified compaction. If the native soil cannot achieve the specified compaction, then we recommend placing a free draining granular backfill material. As an alternative to installing a vertical drain mat, to prevent the buildup of hydrostatic pressure behind permanent concrete basement or conventional retaining walls, a granular, free draining structural backfiR material can be placed within a horizontal distance of 18 inches of the wall, in place of vertical drain mats. The free draining material should be separated from the site soils using a filter fabric geotextile, such as Mirafi 140N. We recommend using a clean, granular, free - draining, structural fill material, free of organic or other deleterious substances, such as washed rock or crushed rock, containing no more than five percent fines passing the No. 200 sieve based on the fraction of material passing the No. 4 sieve. The free -draining granular material should extend down to the crushed rock drainage blanket. The surface should be sloped to drain away from the building wall. Alternatively, the surface can be sealed with asphalt or concrete paving. Backfill material behind permanent concrete basement or conventional retaining walls should be compacted to the specifications specified in the Structural Fill Placement and Compaction section of this report. Compaction of the backfill is important for proper function of the geotextile fabric on the vertical drain mat. The backfill in areas adjacent to basement or conventional retaining walls should be compacted with hand held equipment or a hoe -pack. Heavy compacting machines should not be allowed within a horizontal distance to the wall equivalent to one half the wall height, unless the walls are designed with the added surcharge. 4.9 DRAINAGE 4.9.1 Surface Drainage The finished ground at the site should be graded such that surface water is directed away from the building and off the site. We suggest that the ground be sloped at a gradient of three (3) percent for a distance of at least ten feet away from the building except in areas that are to be paved. Water should not be allowed to stand in any area where footings, slabs or pavements are to be constructed. During construction, loose surfaces should be sealed by compacting the surface to reduce moisture infiltration. Geo Group Northwest, Inc. March 22, 2002 G- 1516 Dayton Condominium, Edmonds Page 13 4.9.2 Footing & Wall Drains We recommend that drains be installed around the perimeter of the foundation footings and behind. The drains should consist of a four (4) inch minimum diameter, perforated or slotted, rigid drain pipe laid at or near the bottom of the footings with a gradient sufficient to generate flow, as illustrated on Plate 4. A vertical drain mat, Miradrain 6000 or equivalent, should be used to facilitate drainage next to the foundation if the exterior grade is higher than the finished elevation of the bottom floor. A discussion on the vertical drain mat is included M—the Permanent Basement & Cantilever Retaining Wall section. A minimum of 18 inches of clean, free -draining, washed rock, or crushed rock should be placed in the bottom of the footing trench The perforated footing drain line should be bedded on, surrounded by, and covered with a free - draining washed rock, crushed rock, or other free -draining granular material. The drain rock and drain line should be completely surrounded by a geotextile filter fabric, Mirafi 140NL or equivalent. The remainder of the foundation excavation may be backfilled with on -site soils or an imported structural fill material. For the filter fabric portion of the vertical drain mat to function properly, the backfill should be compacted to a minimum of 90 percent of the materials maximum dry density as per the recommendations in the Structural Fill Placement and Compaction section of this report. Under no circumstances should roof downspout drain fines be connected to the footing drainage system. All roof downspouts must be separately tightlined to discharge into the storm water collection system. We recommend that sufficient cleanouts be installed at strategic locations to allow for periodic maintenance of the footing drains and downspout tightline systems. 5.0 LEVMATIONS This report has been prepared for the specific application to this site for the exclusive use of 548 Dayton LLC and their authorized representatives. We recommend that this report be included in its entirety in the project contract documents for use by the contractor. Our findings and recommendations stated herein are based on field observations, our experience and judgement. The recommendations are our professional opinion derived in a manner Geo Group Northwest, Inc. March 22, 2002 G- 1516 Dayton Condominium, Edmonds Page 14 consistent with the level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area and within the budget constraint. No warranty is expressed or implied. In the event the soil conditions are found to vary during site excavation, Geo Group Northwest, Inc. should be notified and the recommendations re-evaluated. 6.0 ADDMONAL SERVICES We recommend that Geo Group Northwest Inc. be retained to perform a general review of the final design and specifications of the proposed development to verify that the earthwork and foundation recommendations have been properly interpreted and implemented in the design and construction documents. We also recommend that Geo Group Northwest Inc. be retained to provide monitoring and testing services for geotechnically-related work during construction. This is to observe compliance with the design concepts, specifications or recommendations and to allow design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. We appreciate this opportunity to have been of service to you on this project. We look forward to working with you as this project progresses. Should you have any questions regarding this report or need additional consultation, please feel free to call us. Respectfully Submitted, Geo Group Northwest, Inc. Wade J. Lasse Engineering Geologist O-t� ala, William Chang, P.E. Principal Geo Group Northwest, Inc. m ILLUSTRATIONS G-1516 ,JlKA RD Fa f\b t.h 0 �cl 7m gi AV. R 3 0� > !00 . . . . . . 41 N, uj 00 A 4 TH Aj 40 R-4.6 �11_1`. S: t6 I'm g Z�' -AV' y A P Avl 766:� 2 . N AV It.,'9TH �'VIOA 00 ,- AV. 71)04 4@ 0 98TH W7 _717 ISM -4: �Av 01 0 0 105 7. OLY P C 0 to 0 133 1 IYOR' N TH; 0 0 > :z 2 ,".AV--; io 94 T - lk AV- Ll, 0 R _62ijn. 1�-1 AV W �lfim , . . a L un � 7 , Awe M, . I I . , , - MST P1 0- CN a 3 0-4 0 .,- I 6 4V 4 .001 - - 7.. jj. : P ;5�_. L Ic Ak ._7 . 17 --cr AV 0-86111 Pt W YY- al 6 m 6111 86 ro pr� le 85TH 0 r -T� DAYTON STREET Pmuieu 1 oemUHMAKK PK NAIL AND 30 WASHER AET IN TOP OF CURB 0 100, tLEVATION 97A3 Scale: I Inch - 100 feet 200' -00"E N900 0# 59.9 STRE SIGN V�TER METER AECIDUOUB TREE 40 DECIDUOUS FENCE CORNER. TREE OXNORTH & ON EAST �jffl-03 7.13- 7.50 ,e W.30 97.89 �7 08.03 FOUND -REBAR & CAP - LS 9175 X95.15 -- FEhq:E CORNER 10. ITEADT & 0.35'BOUTH OF CORNER 0-4'NORTH & '.06. 1 ",-, I , d X x 98\ �k / 7 .3 WIRE FENCE WIRE FENCE I YV006 FENCE ROCKERY I x 7- fBET"6/8' RESi I I" ALUMINU X97.3 45 8.1 X96.2 W1REFEhCE CONC. -*TP-4' --gyph- -X91.7 �TP-3 98.4 9. r 19 xs .2 9.7 0 WIRE FENCh x > 140.1 END OF FENCE 11.5 '10 .0 1.2- WEST OF LINI > X98)1- 0 IV 7771171 Vj"I �INISH FLOOR 4.U3' ELEVATI q 102.00 0 00. 4 0 C 100AX 0 Xoh qq Como A�j 01 101. (141" 562V x1od.9 LOTIG ,1!62 & '11 0.001811 FT. X�01.0 X C) X101.8 0.70 xv, C 0 9.42 102. eb 10i. 102.4 101.8 GARAOE z INSIDE 0. 2. X101.82 <102.3 9.79 -101"'DECIDUOUB TRE 0 �iO2.04 102 -)NCRETE----,�, TP-1 TfP-2 x X102.8 10211. GARAGE 03. 8.83' ON LINE WIRE FENCE - "102.76 104.20 X102.81 --- xi I.., 0 ,_AS111 103.2 x E D OF FENCE END OF FENG 24 WEST OF LINE 0.3'WEST OF I 104. 0 H j '104.2 ^1Tj2o GAS VALVEJ14- 04.44 MA X 0 o 0 104.24 4. 1 61 104.81 FX /E 7X 21 I&CAP-1-80171 s� iE-T -air RE-BkR-1 .071 NORTH OF CORNE� N89058'2 "-W 59,95, 13'ALUMINUM CA EDGE OF ASPHALT ALLEY FLOWLINE -------- --------------------- --------------------- 34tam ------------- ---------------------------------- X104.05 Olt 01 fp� -, 0-1+� .4 - . - J03,02 ORK okm- POWER POLE ALLEY L Partial Geolozic Section Qm: Marsh Deposits Qvt: Vashon Till Qva: Advance Oulhvash Qtb: Transitional Beds Qog: Olympia Gravel Qpd: Possession Drift Q%v: Whidbey Formation a 0 1- 01 3060- Approximate Scale: I inch =1500 feet Adapted from the "Geologic Map Of the Edmonds East and Part of the Edmonds West Quadrangles, Washington," by James P. Minard, Dated 1983 Alllff�— GEOLOGIC MAP I Group Northwest, Inc. PROPOSED DAYTON CONDONJM�nUM ,am-- Geotechnical Engineers, Geologists, & 548 DAYTON STREET EnvironrrentaiScienfists EDMONDS, WASHINGTON scALE V= 15001 1 DATE 3/28/02 1 MADE WJL I CHKD WC I JOBNO. G-1516 I PLATE 3 0 Slope to drain � C> 0 0 0 0 0 0 0 0 0 0 a I COMPACTFD ONSITE BA CKFTIZ 0 0 MA TERUL (IF USABLA) 0 C> 0 C� 00 0 0 0 0 0 0 0 a 0 0 . . ............ GEOTEYTILE - FYLTER FABRIC (Mirafi 140 NL, or equivalent) Foundation Wall WALL DRAIN Free Draining Material, Minimum 4-inch diameter rigid slotted (Crushed or washed rock) or perforated PVC pipe with positive gradient to discharge NOT TO SCALE NOTES: 1.) Do not replace rigid PVC pipe with flexiible corrugated plastic pipe. 2.) Perforated or slotted PVC pipe should be tight jointed and laid with perforations or slots down, with positive gradient to discharge. 3.) Do not connect roof downspout drains into the footing drain line system. 4.) Backfill on the exterior of the foundation should be compacted to 90% of the maximum dry density based on Modified Proctor (ASTM D- 155 7). The top 12-inches to be compacted to 95% of maximum dry density if backfill is to support sidewalks, driveway, etc. Backfill below slab -on -grade concrete floors should be compacted to 95% maximum dry density. TYPICAL DRAIN DETAIL �Group Northwest, Inc. PROPOSED DAYTON CONDOMIN1UM Geotechnical Engineers, Geologists, & 548 DAYTON STREET Environmental Scientists EDMONDS, WASHINGTON SCALE NONE J DATE 3/19/02 1 MADE WJL CHIM WC JOBNo. G-1516 I PLATE .. a APPENDIX A TEST PIT LOGS AND SOILLEGEND G-1516 Geo Group Northwest, Inc. L -A LEGEND OF SOIL CLASSIFICATION AND PENETRATION TEST UNIFIED SOIL CLASSIFICATION SYSTEM (USCS) NL%= DPASION SYMBOL TYPICAL DESCRIPTION AR )RATORY CLASSIFICATION cRffmm CLEAN GW WELL GRADED GRAVELS. GRAVEL -SAND GRAVELS MIXTURE LITTLE OR NO FINES DETERMINE Cc � =0') / (010 * OM b8bee 1 ancl 3 PERCENTAGES OF GRAVELS ffift or no Gp POORLY GRADED GRAVELA AND GRAVEL-9AND GRAVEL AND SAND COARSE- "m Than Hatf &-al MIXTURES LITTLE OR NO FINES FROM GRAIN SIZE INICIT' MEE-ETING ABOVE REQUIREMENTS GRAINED SOP Coarse Grams LwW Than No. 4 DISTRIBUTION CURVE ATTERSERG LIMITS BaOW SI—) DIRTY r-M SILTY GRAVELA GRAVELSANDSLT MIXTURES 'V LINE GRAVELS CONTENT at P.L. LESS THAN4 OF FINIES GC CLAYEY GRAVELA GRAVEL-SANO-CLAY ATTERSERG LIMITS ABOVE tabsom EXCEEDS 124A fines) MIXTURES COARSE GRAINED *A* LINE SOILS ARE or P.I. MORE7HAN 7 SANDS CLEAN Sw WELL GRADED SANDS. GRAVELLY SANOr% Cu-(D8QlDl0)q,svAmvmne CLASSORM AS FOLLOWS: SANDS LITTLE OR NO RNES Cc - (DW) I (DIO * Daq behmem 1 and 3 Ron Than He SP POORLY GRADED SANEM GRAVELLY SAINIDS, Ifts Than by C— Q— OW* " no -c 5% Fem Gained: W&ght LvW Smaller Then No. LITTLE OR NO FINES GW, GP, SW, SP NOT MEETING ABOVE RIMMIEMENTS Then No, 200 4,SWwo) DIRTY Sm SILTY SANDS, SW) -SILT MIXTURES ATTERBERG LIMITS BELOW *A' LNE sieve 12% Ras Gained: SANDS GK GC� SK SC CONTENT OF FINES .0 P.I. LESS THAN 4 Sc CLAYEY SANDS, SAND -MA . Y MIXTURES ATTERSERG LIMITS ABOVE . *A�, LINE Nvm scwm fbm) 5 10 1216 FbW Gamnet use dual EXCEEDS 12% smdww vjM Pl MORE THAN 7 SILTS Uquid Untit ML INORGANIC SILTS. ROCK FLOUR SANDY SILTS toemw A4jm an 4,JWM OF SLIGHT PLASTICITY Pwft* Chart - Uquid Un* MH SILM INORGANIC MICA=US OR FINE-GRAMM Negflghft Oroaric) SOILS 50% DIATOMACEOI^ FINE SANDY OR SILTY SOL CLAYS UquW Lb"it CL INORGANIC CLAYS OF LOW GRAVELLY, (Almm A4Jm an 30% SANDY, OR SILTY CLAM CLEAN Pwmkfty Chatt. CLAYS z Uqud Unit CH INORGMIC CLAYS OF MGM PLASTICITY. FAT N""We crommic) � 5m CLAYS Mom Than NO bV, WGigft L2qW ORGANIC SILTS a Uquid Unit OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF Than No. 200 Slave CLAYS LOW PLASTICITY (L (Below A4jm an Pfa� c3mo UqWd Umtt �Sm Om ORGANIC CLAYS OF HIGH PLASTICITY 1-1 AN I 1 is do 0 10 20 30 40 60 W 70 80 go IW 110 HIG�LY ORGANIC SOILS Pt PEAT AND OrHER HIGICY ORGANIC SOILS UQUID UW (%) SOIL. PARTICLE SUE GENERAL QUIDANCEOF SOIL ENCIINEERING PROPERTIES FROM STANDARD PENETRATION TEST (SPT) ILL& STANDARD SIEVE FRACTION SANDY 300.3 SILTY & CLAYEY SOILS Sirm Ske sieve SIZe (mm) (mm) Blow Couft Reladve Ommity Fdc*m Angle Des-ption Blow Counts Uncamined Skength Omcnpdm SLT I CLAY OM M075 N % 0, N qu. tst SAND 0-4 0-15 VOY Looss -c 2 -c 0.25 very soft FINE m CL425 9= 0.075 4-10 16-35 213-30 2-4 025 - Q50 So* MEDIUM 010 zw 040 CL425 10-30 35-65 28-35 Medlurn Donee 4-8 mm - 1.00 k4edium Stiff COARSE 04 1 4�75 010 zw 30-50 50 m-g5 85-100 35-42 38-46 Dense Very Dense 8-15 15-30 1.00-2.00 ZW - 4.00 Sfiff verysm GRAVEL FINE 4.7S -30 > 4.W Hard COARSE 70 19 19 Group. Northwest, Inc.. COBBLES 76 mm to 203 mm BOULDERS mal Geotechn" Enginmrs, Gecogists, & ROCX FRAGHEIM mm Ervvft me"W Sqiendm 13240 NE 20th ftea Suits 12 Bellemme. WA ftm (42M 80.WW I= (42M S484M PLATE Al F-R=--x7, -0.78m, numinvahamm El TEST PIT NO. TP-1_ LOGGEDBY WIL TEST PIT DATE: 3/14/02 GROUND ELEV. feet (=E) DEPTH Sample Water OTHER TESTS/ ft. USCS SOIL DESCRIPTION No. % COMMENTS SM TOP S010L, dark brown silty SAND S1 18.3 -pmbes easily to SP to SP- SAND with gravel, reddish brown, medium to coarse, loose, and S2 10.0 4 feet (base of weathered zone) Sm trace to some silt, damp (weathered recessional outwash) S3 9.0 5 I S4 17.0 Bearing soils SM Silty SAND with some gravel, gray, fine, dense, moist below 4 feet Pebbly SAND with silt, gray, very dense, cemented, glacially I S5 10.9 consolidated, thin layer underlain by Sm S6 13.9 Silty SAND with gravel, gray, fine, dense, moist with occasional cobbles & boulders (6 to 12 inches) (Transitional Beds -Th) 10 Total Depth = 8.5 feet, No Water Seepage Encountered TP Location (-+): 6'E & 151 N of SW Comer of Lot TEST PIT NO. TP-2— LOGGEDBY WJL TEST PIT DATE: 3/14/02 GROUND ELEV. feet (+I DEPTH USCS Sample Water OTHER TESTS/ SOIL DESCRIPTION No. % COMMENTS SP- SAND with pebbly gravel, reddish brown, medium to coarse, some SM silt, loose, damp (weathered recessional outwash) I S1 10.2 I S2 16.3 - probes S"-6" SM Silty SAND, gray, fine, medium dense, some gravel, moist S3 15.8 Bearing soils 5 below 3.5 feet Pebbly SAND with silt, gray, very dense, cemented, glacially I S4 13.3 consolidated, thin layer underlain by Sm Silty SAND with gravel, gray, fine, dense, moist, with occasional S5 11.4 cobbles & boulders (6 to 12 inches) (Transitional Beds -Th) 10 S6 14.3 Total Depth = 10 feet, No Water Seepage TP Location (±): &W & 15'N of SE Comer of Lot AML Group Northwest, Inc. Geotechnical Engineers. Geologists, & Environmental Scientists TEST PIT LOGS DAYTON CONDOMINIUMS 548 DAYTON STREET EDMONDS, WASHINGTON JOB NO. G-1516 I DATE 3/18/02 1 PLATE A2 MMMOMMUME; - TEST PIT NO. TP-3 LOGGED BY WIL TEST PIT DATE: 3/14/02 GROUND ELEV. feet DEPTH ft. USCS SOIL DESCRIPTION Sample No. Water % OTHER TESTS/ COMMENTS SM TOP SODL, black silty SAND with some pebbly gravel S1 16.5 -probes easily to 2.9 feet (:�) (base SP- SM Gravelly SAND with some silt, reddish brown, loose to mediurn dense, damp (weathered recessional outwash) S2 7.7 of weathered zone) S3 19.2 NIL SILT, gray, medium stiff to very stiff, moist 5 S4 I S5 17.7 14.7 Bearing soils below 3 feet NIL to SM Sandy SELT to silty SAND with pebbly gravel, interbedded, cemented lenses, very dense, moist (Transitional Beds -1b) S6 11.6 Total Depth = 7 feet, No Water Seepage T? Location (=E): &W & 17 S of NE Comer of Lot 10 TEST PIT NO. TP-4 LOGGEDBY WjL TEST PIT DATE: 3/14/02 GROUND ELEV. fe& (=Ll DEPTH Sample Water OTHER TESTS/ uses SOIL DESCRIPTION No. % COMMENTS SM Top Soil, black silty SAND with pebbly gravel, loose, damp sm Gravelly SAND with silt, reddish brown, medium to coarse, loose, Sl 4.7 damp (weathered recessional outwash) S2 18.7 probes 5"-6" UL SELT & SELT with some sand & gravel, gray, stiff to very S3 17.9 jstiff, moist S4 10.3 Bearing sods Sm Silty SAND, gray, dense to very dense, some gravel, -moist rjoist 5 below 3.5 feet (Transitional Beds --lb) Total Depth = 4 feet, No Water Seepage T? Location (*): 6'E & 17 S of NW Comer of Lot 10 Group Northwest, Inc. Geatechnical Engineers, Goobgists. & Environffental Scientists TEST PIT LOGS DAYTON CONDOMINIUMS 548 DAYTON STREET EDMONDS, WASHINGTON JOB NO. G-1516 I DATE 3/18/02 1 PLATE A3 0� RETURN ADDRESS: City of Edmonds, City Clerk 121 5th Avenue North Edmonds, WA 98020 CONFORMED COPY 20.0306260936 2-PGS 06-26-2003 02:19pm $20.00 SNOHOMISH COUNTY, WASHINGTON DECLARATION OF RESTRICTIVE COVENANT MULTI -FAMILY RESIDENTIAL Reference #: 14da Grantor(s): (I.) (2)_ Additional on pg._ Grantee(s): City of Edmonds Legal Description (abbreviated): Sec��Twn 5?71,1 Rng_.�� Qtr 6u.) OR Lot Block Plat V�zl, Assessor's Tax Parcel J.D#(s): (1) Assessor's . Tax Parcel 1D# not yet assigned WHEREAS, 10&V & I - - / Z-- 7n are the owners Of the following described real estate in the City of Edmonds, to wit: Property Address: Legal Description: Assessor's Tax Parcel ID # (s): � /— 0/6 —00 AUTHORIZED FOR RECORDING City of Edmonds BY: Da Page --Z of W1.1EREAS,.the above named owners are desirous Of imposing a restrictive covena,nt upon said premises in compliance with Section 19.00.040 of the.Edinonds Community Development Code. WITNESSETH. that for and in consideration of the premises, the above named owners do lereby declare an.d grant to the City of Edmonds as Grantee the following restrictive covenant, to -wit: . . That at the time of the execution of this Covenant the Grantors have agreed to' the Ordinance of the City of Edmonds provide that no building for multiple family housing may be erected on subject property containing more than units. r JU r Said Covenant shall be binding upon all present and future owners of said real estate and their heirs, successors and assigns. DATED this day Of Z GRANTOR State of Washington I )ss Countyof_KI�4�— I certify that I know or have satisfactory evidence that D A 0 1b Q_,q L, (is/*Pe) the person(.&) who appeared before me, and said person(s) acknowledged that (be/she/they) signed this instrument, on oath stated that (he/sbe/they) (is/are) authorized to execute the instrument 'and acknowledged it as the /-) (title) of 6A�IP951_151!� to be the free and voluntary act of such party(jes) for the uses and purposes mentions in this instrument. Subscr'ibe*d and sworn to 'before me this _dayof_ -MANC- ,2001. A 4A�� Notary Public in and for the State of Washington. NOtay Pub0c stcft of "Fe d I Aly commission expires 1/1 ulos— APp*drnw* 80= An 16,2M5 AUTBORIZED FOR RECORDING City of Edmonds By: _&�_Date_ Page of J L:\TEAlPNBUILDING\FORMS\RESTRICT- of ED 0 0 C1W OF EDMONDS 121 5TH AVENUE NORTH, EDMONDS, WA 98020 (425) 771-0220 RCW 197-1.1-970 Determination of Nonsignificance (DNS) MITIGATED DETERMINATION OF NONSIGNIFICANCE Description of proposal: The proposed project is a four unit condomini - urn project. Because the project will require around 1,200 cu. yd. of grading SEPA review is required (City of Edmonds File No. ADB-2002-50). Proponent: City of Edmonds Location of proposal, Including street address If any: 548 Dayton St. Lead agency: CITY OF EDMONDS The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment , An environmental impact statement is not required under RCW 43.21.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. xx There is no comment period for this DNS. This DNS is issued under 197-11-340(2); the lead agency will not act on this proposal for 14 days from the date below. Comments must be submitted by Responsible Official: Steve Bullock Position/Title: Senior Planner - Planning Division Phone: 425-771-�0220 Address: City of Edmonds, 121 5th Ave Date: XX You may appeal this determination to Robert Chave, Planning Manager, at 121 5th Avenue North, Edmonds, WA 98020, no later than July 26, 2002, by filing a written appeal citing the reasons. You should be prepared to make specific factual objections. Contact Rob Chave to read or ask about the procedures for SEPA appeals. xx Posted on July 12, 2002, at the Edmonds Public Library, Edmonds Community Services Building, ai�d`the Edmonds Post Office. XX Distribute to "Checked" Agencies on the reverse side of this form, along with a copy of the Checklist. Page I of 2 02=ED.DOC 7/12MISEPA Taylor C1 COPY Engineering _T I ......... Consultants From: Bill Taylor, P.E. ado To: City of Edmonds Permit Review Date: June 18, 2002 0 TECHNICAL MEMORANDUM RECEIVED JUN 2 4 2002 BUILDING DEPT. Topic: Dayton Street Condominiums (Plan Check # 02-248) — Temporary Cut Slopes vs. Shoring This memo is submitted to complete the City of Edmonds requirement for addressing temporary excavation shoring and/or cut slopes as a part of the building permit review. The geotechnical report recommends temporary cut slopes as follows (see attached): 1 foot horizontal to 1 foot vertical (1HAV) for the loose to medium dense soil types anticipated to be found in the upper layers at this site, Y2 foot horizontal to 1 foot vertical (Y2H: 1 V) for the dense soils likely to be found in the lower layers. The general design proposal is to lay temporary construction slopes back at 1H:1V for the upper 5 feet (±) of excavation depth, and then to lay the remaining excavation depth (subject to the field confirmation of dense soils) 'back at Y2H: 1 V. This configuration should be compatible,with the soils report recorTimendations. There is an area near the landing to the basement doors on the west side of the proposed building which. will need special attention by the contractor and project geotechnical engineer to accommodate steeper slopes in order to install -a short section of. site retaining wall at this location. The geotechnical engineer has indicated that this construction should be feasible provided the soils are found to be stable at the time of excavation and the time of unsupported slopes is minimized. In consultation with the project geotechnical engineer and the architect, we have identified two minor design changes that will be necessary to make the proposed construction compatible with the design prem,ise stated herein. These are 1) the deletion of the small site retaining wall at the west propertyJine in -lieu of steps at the north landing, and 2) the revision of the building footings to have no i4nore than 2 feet of "heel". These revisions will be made with the response to City comments prior to next submittal. The information in this memo is submitted for permit review and approval. It reflects the educated opinion of the design team consultants based on the information available and shall not be construed as any guarantee of safety under field conditions, which can be variable and unpredictable. It does not in,any way relieve the contractor from full and sole responsibility for the safety of workers and the. protection of equipment and property during construction. c. Lee Wangerin — project architect Bill Chang — project geotechnical engineer P.O. Box 1787 * Issaquah, Washington 98027-0073 * telephGa-liA ';;X 2.0 . 1 - IAI,% 0:71qx(r,425)391-1551 T'F EE � i" �t� March 22, 2002 G- 1516 Dayton Condominium, Edmonds Page 9 quality,'we may recommend placing a woven geotextile, such as Mirafi. 50OX, under the structural fill to provide subgrade stabilization and separation of the materials. 4.5 EXCAVATIONS AND SLOPES Excavations of up to 8.5 feet are anticipated along the south side of the building for footings. Under no circumstances should temporary excavation slopes be greater than the limits specified in local, state and national government safety regulations. height should he_slop4�g:��ha to medium inclination or flattCr and 1/2H: IV in the four feet in I H: 1 V (Horizontal: Vertical) in th� loose line or other restraints, temporary shoring may be necessary, however the setbacks should allow the use of open cuts. Permanent cut and fill slopes should be inclined no steeper than 2H: I V. If groundwater seepage is encountered during construction, excavation of cut slopes should be halted and the cut slopes re- evaluated by Geo Group Northwest, Inc. 4.6 FOUNDATIONS We recommend the condominium foundations be supported by conventional spread footings placed directly on the dense to very dense underlying sites soils. Optionally, footings may be placed on compacted structural fill that extends down to the dense site soils. Individual spread footings may be used for supporting columns and strip footings for bearing walls. Our recommended minimum foundation design criteria are as follows: Allowable Foundation Soil Bearing Pressure (including all dead and live loads) = 3,000 psf _ Dense native sods - Compacted Structural Fill = 2,000 psf - Minimum depth to bottom of perimeter footing = 18 inches (below adjacent final exterior grade) - Minimum depth to b ottom of interior footings = 18 inches (below top of floor slab) Geo Group Northwest, Inc. 1.0c I IN I ur or Wmd ELEVATIO 2 00' 100, 200' 1, Scale: I Inch - 100 feet N90 0 0'0011E N`90 9 STf TTFR METER SIGN AECIOUOUS TREE 4"DECIDUOLIS TREE R N E R FENCE CORNER F A a lXNORTH A O&EAST T 01, 4c FENqE CORNEF1 I FOUND REHAR CAP - LS 9175 1.0. 0.15 NORTH 1.2- 1 XEAST A 0.3& SOUTH 01:FCORNER .0.4 J8.1 x x ,08.17 9 od WRE FENCE WRE FENCE M06 FENCE ROCKERY x f8Er&rREIL ob 13- ALUMINU 98.2 WRE FENCE CONC. *TP_ T -3 .4 9.7r WARE F N DEC END OF FENCE 12 WEST Of LINI 0 .0 FilimsH FLOOR ELEVATI - 102.01) 4.03' 100.4. 0 z Xio" AfA fDw \�()� �l / loi.cQ 8,22' X106.9 LOT 16 11- 11.60180, FT. �01.0 tn 70 N; 0 cr 0.42 102.7 GARAGE 14- 0 o.r 01.62 02.3 9.70 C=OVS THE 0244 102-- )NC EFE TP-I TP-2 X_ 102.0 102.7.1 a.aw oNu X03. W F CE- f'.. )'104.20 03.2 7a '102.81 Ilk x END Of FEND E 'WEST OF U O.Y WtST OF I 2 NE 03.86 104.� x 0 t. , " )o I . ... I 0 > 154.2 ^IC14.20 > 04,44 -011 M OAS VALVE 04.24 00 7 2 n I&CAP-LB9115 11w SET ala, REBAR I T 59.95, WAI UMINOM CA 0 07' NORTH I.' I N89,05812 OF ORNEq 0 LOGGEDBY WjL TEST PIT NO. TP-1 TEST PIT DATE: 3/14/02 GROUND ELEV. feet (:L) DEPTH Sample Water OTHER TESTS/ ft. USCS SOIL DESCRIPTION No. % COMMENTS SM TOP SOLL, dark brown silty SAND S1 18.3 -probes easily to Sp to S2 10.0 4 feet (base of SAND with gravel, reddish brown, medium to coarse, loose, and weathered zone) Sp- Sm trace to some silt, damp (weathered recessional outwash) S3 9.0 5 S4 17.0 Bearing soils SM Silty SAND with some gravel, gray, fine, dense, moist below 4 feet S5 10.9 Pebbly SAND with silt, gray, very dense, cemented, glacially consolidated, thin layer underlain by Sm S6 13.9 Silty SAND with gravel, gray, fine, dense, moist, with occasional A cobbles & boulders (6 to 12 inches) (Transitional Beds -Th) L!j� 10 — Total Depth = 8.5 feet, No Water Seepage Encountered TP Location (:L): &E & 15'N of SW Comer of Lot TEST PIT NO. TP-2 LOGGEDBY WjL TEST PIT DATE: 3/14/02 GROUND ELEV. feet DEPTH Sample Water OTHER TESTS] ft. USCS SOIL DESCRIPTION No. % COMMENTS SP- SAND with pebbly gravel, reddish brown, medium to coarse, some SI 10.2 Sm silt, loose, damp (weathered recessional outwash) I S2 16.3 - probes 5"-6" SM Silty SAND, gray, fine, medium dense, some gravel, moist S3 15.8 Bearing soils below 3.5 feet Pebbly SAND with silt, gray, very dense, cemented, glacially S4 13.3 consolidated, thin layer underlain by Sm Silty SAND with gravel, gray, fine, dense, moist, with occasional S5 11.4 cobbles & boulders (6 to 12 inches) (Transitional Beds -Th) S6 14.3 10 Total Depth 10 feet, No Water Seepage T? Location (±): 6'W & 15'N of SE Comer of Lot Group Northwest, Inc. Geotechnical Engineers,.Geologists, Environmental Scientists TEST PIT LOGS DAYTON CONDOMINIUMS 948 DAYTON STREET EDMONDS, WASMNGTON JOB NO. (3-1516 1 DATE 3/18/02 1 PLATE A2 TEST PIT NO. TP-3 GED BY WJL TEST PIT DATE: 3/14/02 DEPTH USCS SOIL DESCRIPTION ft. I - L I SM I TOP SOEL, black silty SAND with some pebbly gravel 10 Sp- I Gravelly SAND with some silt, reddish brown, loose to medium SM dense, damp (weathered recessional outwash) NE SILT, gray, medium stiff to very stiff, moist NE Sandy SELT to silty SAND with pebbly gravel, interbedded, to cemented lenses, very dense, moist (Transitional Beds -Th) Sm LOGGED BY Total Depth = 7 feet, No Water Seepage TP Location (±): 6'W & 17 S of NE Comer of Lot TEST PIT NO. TP-4 TEST PIT DATE: 3/14/02 DEPTH SOIL DESCRIPTION ft. USCS sM Top Soil, black silty SAND with pebbly gravel, loose, damp Sm Gravelly SAND with silt, reddish brown, medium to coarse, low damp (weathered recessional outwash) NIL SILT & SELT with some sand & gravel, gray, stiff to very stiff, moist 5 Silty SAND, gray, dense to very dense, some gravel, moist ransitional Beds -Th) illss Sm T(ST I 10 Total Depth = 4 feet, No Water Seepage TP Location (±): 6'E & 17 S of NW Comer of Lot ------------- Group Northwest, Inc. iew Geotechnical Engineers, Geologists, & Environmental Scientists GROUND ELEV. feet (±) Sample Water OTHER TESTS/ No. % COMMENTS Sl 16.5 -probes easily to 2.9 feet (±) (base S2 7.7 of weathered zone) S3 19.2 S4 17.7 Bearing soils below 3 feet (±) S5 1 14.7 S6 1 11.6 GROUND ELEV. feet OTHER TESTS/ COMM % FCOMM7ENTSS' S1 4.7 S2 18.7 - probes 5"-6" S3 17.9 S4 10.3 Bearing soils below 3.5 feet TEST PIT LOGS DAYTON CONDOMINIUMS 548 DAYTON STREET EDMONDS, WASHINGTON JOB NO. G- 15 16 - I DATE 3/18/02 PLATE A3 CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONOS, WA 98020 - (425) 771-0220 FAX (425) 771-0221 Website: www.d.edmondsma.us DEVELOPMENT SERVICES DEPARTMENT C. Taw) Planning - Building Engineering May 21, 2002 Lee Wangerine 12408 106th Place NE Kirkland, WA 98034. GARY HAAKENSON MAYOR Re: Plan Check 02-248, Old address 548 Dayton Street (demolished), New address 550 Dayton Street (proposed 4 Unit Condos). Dear Mr. Wangerine: This letter is to inform you of the new address for the proposed 4 Unit Condo. The new address is 550 Dayton Street. I will inform all City Divisions including Fire, Police, Utility Billing, Public Works and Building. lt-is-your-reqmnsibility-to-inform-the-Post-Office-and-all-othen*nterested-partie f this correction. We apologize for the inconvenience this may cause you and greatly appreciate your cooperation. Sincerely, ZI- Y&Nirlrl�� Development Services Cc: Fire Department Police Department Utility Billing Public Works Building Official/Street File Incorporated August 11, 1890 Sister City - Hekinan, Japan COTY OP '100 DAYTON ST. - EDMONDS, WASHINGTON 98020 - (206) 2 DEPARTMENT OF PUBLIC WORKS March .16, 1981 Dear Resident: HARVF H. HARRISON MAYOR On February 17, 1981, the Edmonds City Council passed Resolution 488 for construction, reconstruction and repair of deteriorated sidewalks. A pUhlic hearing will be held in the Council Chambers at the"Civic (*'enter on April 21,1981 at 7:30 P.M._ You are invited to at.�.cnd this hear�-tng_for discussing rep�ir of portions. 6E.:de*e6rioeated�',"Si'd'e-',';'�a' t : . 1-1k abutt ing you' r--- proper ty*--�-`—` The---`im�3r'o';Ve�i6ii-t need of rer ' )air at the expense of the abutting propertv owner is provided by City Ordinance, Chapter 7.20 and.' Revised Code of Washington, Chapter 35.68. The areas needing repair have been marked in pai i nt on the sidewalk adjoining your property. Reconstruction�-and repair of these sidewalks must 'be Completed on or before September 1, 1981. In the event improvements are not' completed within the above specified time, the City will perform and complete the improvements at'. the�expense�oE the abutting property owner. This action is' in response to many citizen re . quests and pedestrian falling accidents which have beer) increasing in recent years as a result of sidewalk deterioration and increased pedestrian traffic. Sinc'erely, FRED F. HER7"BERG Director of Public Works STREET FILE' ,ty 0% B U LICENSE APPLICATION '��D!AT LICEN'SE NO. CITY of EDMONDS slots Civic Center Edmonds, Washington 98020 City Clerk Phone 775-2525 ANNUAL FEES PENALTY AFTER FEB. 15 HOME OCCUPATION CLASS YEAR C.EFFEC.DATE REASG. $10.00 (A) ADDITIONAL $5.00 El INSTRUCTIONS: • All items must be completed 71 0 SMALL BUSINESS or application will not be ac- RECEIPT NO. DATE PAID T'X' A- $15.00 (B) ADDITIONAL $7.50. 0 PRIN IN SPEC. BOX - ISSUE OF cepted. FOR EJ Business with 10 or • Sign and return application P FE PAID PENALTY PAID CORRE.CTED more employees ADDITIONAL $25.00 0 1 : LICENSE WITH with fee. Renewals received I I /I I' I 'LC' ACTION. $50.00 (C) after February 15 must pay NEW APPLICATION (LA) 'penalty in addition to fee. 0 RENEWAL (LB) NEW BUSINESSES AFTER 0 CHANGE (LC) JULY 31, 1/2 FEE. (PLEASE MAKE ANY NECESSARY CHANGES) 0 DELETE (LD) NO. OF EMPLOYEES -P, /A/ /2 2/ V A) d 61 17 1/ 4 - P) 6- (-19 NAME OF FIRM BUSINESS PHONE MAILING ADDRESS NATURE OF BUSINESS J-V-7 Z-)Nyrnil m141 qc(Io �_j e L6 I INDIVIDUAL PARTNERSHIP CORPORATION BUSINESS ADDRESS (S) P) 0 NERS.-NAME - HOME ADDRESS 'F 0,0 IY7A) X(V W4 5� E PFJQNE TDATE OF BIRTH PLACE OF BIRTH SOCIA SECURITY NUMBER 5� - 4-2 -07- ZY IrIA" EMERGENCY NOTIFICATION: (1) NAME & TELEPHONE 'aq (PLEASE LIST TWO) (2) NAME & TELEPHONE WASHINGTON STATE TAX NO. APPLICANT'S SIGNATURE 17J_1,X1.e DO NOT WRITE BELOW THIS LINE STAFF *REVIEW:. FILL IN LAND USE CODE, LIFIR NUMBERS, ZONING, ETC. CHECK APPROVAL OR DISAPPROVAL, DATE, AND SIGN. IF DISAPPROVAL, PLEASE COMPLETE "COMMENT" SECTION-. ROUTE TO NEXT DEPARTMENT ON LIST. RTPFFT F11 F PLANNING DEPARTMENT Be'APPROVE 0 DISAPPROVE DATE-3 - a �r LAND USE CODE ZONING CODE _r) E I r.� JC_ I I SIGNATURE CONDITIONAL USE PERMIT ,qO,3 COMM ENTSCAa,(,CVtj_( C,�, JL_ BUILDING DEPARTMENT DATE 7V Build' :1199 0 Hotel/Motel (L) 9"APPROVE 0 -DISAPPR . OVE SIGNATURE Permit 0 Apt. Bldg. (A) Office Bldg- (0) Occupancy El Restaurant (R) COMMENTS: Grou 0 Hosp/Nurs Home (H) CAPACITY: (NO. UNITS, APTS.. OFFICES, SEATS, BEDS, STUDENTS) El School (S) FIRE DEPARTMENT DATE U. F. 1. R. APPROVE 0 DISAPPROVE SIGNATURE EV:e-t COMMENTS: POPCE DEPARTMENT --l-11"APPROVE 0 DISAPPROVE D AT E SIGNATURE COMMENTS - PUBLIC WORKS DEPARTMENT ER'-A—PPROVE El DISAPPROVE DATEq—.q'__7f SIGNATURE rw COMMENTS: ag')NO(Ow-gs.-acy .16H-4i "OlylpigKO 4 0 Z H Z H U Z W Address Street Right -of -Way Existing REQD Access. Easements Existing IREQD ..,Utility Easement Existing REQD Lot.per Subdivision Plat Assessor Map!�--.ij)�/q 2tj Site Plan Checked for Accuracy &/1 .1 17A Underground Wiring Reqd.. Check Accuracy of Legal Description Environmentally Sensitive.Area Environmental Checklist Reqd. ------- Flood Hazard Zone Shoreline Management Area ---- Slope, Soil, Vegetation Stream, Creek, Drainage Basin Existing Zoning Per Code Anmities Design Board Approval-Reqd. ADB # Approval Board of Adjustment Approval Reqd. Review By: Date: Existing Water Main Size Water Main Reqd. Service Line Reqd. Hydrant Size Existing Hydrant-Reqd. Per Fire Code Size Detector Check Meter Reqd. Cross Connection Inspection Fire Department Camients Water Meter Charge Reqd. Review by: septic 'ranK I)esign Approved Septic Tank Permit Reqd. Sanitary Sewer Availability Drawing No. Side Sewer Availability Sanitary Sewer Connection Fee Reqd. Review By: Date: it; C te: Permit No. Proi . — File No. Date: Open Ditc-li Existin. Reqd. Culvert Reqo. Size Catch Basin Reqd. Indicate on Site Plan S hou.1der drainage maintain collection on swale open rwoff ?,Lu-�hole rcqd. Indicate on Site Plan Soil Conditions and Gr'ouiid Water. Field Che.cked Rovie%,7 by 111 to �Street Paving Reqd. Curb and Gutter Reqd. Sida,,alk Reqd. Curb Cut for Driveway Reqd. P4 Right -of -Way Construction Permit Reqd. Bond Reqd. for Public Improveme-nts Street Name Sign Reqd. Other Signing Reqd. --1 0 n- Pre Permit Site Inspection made on 0 BY: S5,,1ER WATER S=,,T ENGINEERING Special, ke�uirements listed in mew to Com=ity Developmeant DeparLiT)2nti Building� -Division BY D6te o All iteus filled in on Building Permit Apolication BY ate D, P" Drawings Sta=ed and Notations �lade BY Wte lApproved by Public Works Deparom-it Revised: IV 10-1977 ---------- LAI P (t). Tz. GOP i vt�l :�W= 2,C) -tUQ) LID T IEEF, ILE 1 4 i I t J, -j- J- i I t A LOCATE REQUEST NUMBER LOCATES"' DATE CALLED: FOREMAN/CREW FUTURE SERVICE: ��S NO COMMENTS BORE: CUT: DRAWING LOCK- DATE. 10 / i -UNLOC INITIAL: -10�91 ACCOUNT: G - 02-4)( METERSHOP ROUTE/SEQUENCE X-04�L-ow FOREMAN UTTLITy AA BILLING SUPPLIER: TREATMENT PLANT SIZE RESIDENTIAL APARTMENT - OFFICE COMMERCIAL CH, LOCK 0 f/4 UNLOCKED k UNITS UNITS UNITS Citk, )f Edmonds - Water Depacient TAP CARD Mete No. Reading: noco Size4"Y- 3/4 Mfgrs. o. 6,--Y':�41 Style'-:; --TRP L P urchaser: 0 A(Z-v Fo ao rAc--v c P- 550 CO r-c)O 0" -.4--ur'5 Serv. Add. Billing Address: Name 5-50, Street 2-0 city Os 9 802-C -34 Date: � 0/\ 4 5- Receipt: - .,1 311 Meter Size:4� X Y4! 6-L Meter $ Connection $ 1 Street Cut $ Permit # Meter Location F--". n;7 -V(ZP*L- Service Material: 4"k 'D \ Pressure lbs. GPM Date of Work 1'0/4/0 By: Proj. No: Remarks: Jez- c.LD f 550 DI :57F CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221 Website: wwwdedmondsma.us DEVELOPMENT SERVICES DEPARTMENT �1 a\) manning 9 Building Engnee, ng C. 1 Z5 Letter of Transmittal Date: July 12, 2002 To: Environmental Review Section Department of Ecology PO Box 47703 Olympia, WA 98504-7703 Subject: 548 Dayton St., Edmonds File #ADB-2002-50 GARY HAAKENSON MAYOR Transmitting Mitigated Determination of Nonsignificance, Environmental Checklist, Site Plan. & Vicinity Map For Y�ur Information: X As you requested: For your file: Comment: Note attachments: X Sincerely, Diane Cunningham, Administrative Assistant Cc: AT&T Broadband Dept. of Fish & Wildlife DOT PSRC Snob. Co. Planning IN r Snob. Co. PW CITY COPX Edmonds School District Community Transit Lee Wangrin Incorporated August 11, 1890 0 Sister.City - Hekinan, Japan A 0 CITY OF EDMONDS 121 5TH AVENUE NORTH, EDMONDS, WA 98020 (425) 771-0220 RCW 197-1.1-970 Determination of Nonsignificance (DNS) MITIGATED DETERMINATION OF NONSIGNIFICANCE Description of proposal: The proposed project is a four unit condominium project. Because the project will require around 1,200 cu. yd. of grading SEPA review is required (City of Edmonds File No. ADB-2002-50). Proponent: City of Edmonds Location of proposal, including street address If any: 548 Dayton St. Lead agency: CITY OF EDMONDS The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment.* An environmental impact statement is not required under RCW 43.21.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. XX . There is no comment period for this DNS. This DNS is issued under 197-11-340(2); the lead agency will not act on this proposal for 14 days from the date below. Comments must be submitted by Responsible.Official: Steve Bullock Position/Title: Senior Planner - Planning Division Phone: 425-771-0220 Address: City of Edmonds, 121 5th Ave Dat 9: XX You may appeal this determination to Robert Chave, Planning Manager, at 121 5th Avenue North, Edmonds, WA 98020, no later than July 26, 2002, by filing a written appeal citing the reasons. You should be prepared to make specific factual objections. Contact Rob Chave to read or ask about the procedures for SEPA appeals. xx Posted on July 12, 2002, at the Edmonds Public Library, Edmonds Community Services Building, a the Edmonds Post Office. XX Distribute to nChecked" Agencies on the reverse side of this form, along with a copy of the Checklist. Page I of 2 02MEDDOC 7/12102.SEPA ED 0 $73�3 11, V, Z CITY OF EDMONDS R PC I k* 02 ENVIRONMENTAL CHECKLIST VED MAY !' 9 2002 PERMIT COUNTER Purpose of Checklist. The State Environmental Policy Act (SEPA), chapter 43.2 1 C 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. Instructionsfor 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". Cornplete 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. NOTE: Projects generating new traffic will be required to submit a Traffic Study prepared by a licens ed Professional Civil Engineer. Specific requirements for the Traffic Study may vary depending upon the project, and will be provided by the City Engineer upon request. * Please contact the Engineering Division at 425-771-3202 for specific study requirements. City review of the Traffic Study may require assessment of the "Development Project Peer Review" fee of $45 plus the cost of the review. Use of checklistfor nonprojectproposals: Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, 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: 4��VOOAVVWAIS 2. Name of applicant: -545 QAY7-VJ1, 3. Address and phone number of applica nt and contact person: 49-2,5-(, A10 027-Hur 0 6-1=�,--- "'WA (.42S) Page I of 24 sepi checklist - pubfic.doc:4.18.2001 .'0 4. Date checklist prepared: AAA±1;e 2-27 2"2Z' 5. Agency requesting checklist: ofEdmonds 6. Proposed timing or schedule (including phasing, if applicable): ':�/71F tox a ed 3 -XD '-M -gen--w Aly 7-/ -r, / eA eovov,��,577 0 -IJ 1"AR-c-4 2-OOS, (STAFF COMMENTS) 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this .proposal? If yes, explain. (STAFF COMMENTS) 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. (STAFF COMMENTS) 9. Do you know whether applications are pending for governmental approvals of other pr . oposats directly affecting the property covered by your proposal? If yes, explain. A10 (STAFF COMMENTS) Page 2 of 24 scpa diecklist - public.doc:4.18.2001 V - 10.. List any government approvals or permits that will be needed for your proposal, if known. 7-S (STAFF COMMENTS) 11. Give brief, complete description of your proposal, including the proposed uses and size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. A- 4-411VIr 0/-- A AA10 F-Loore-s OP ow6w-JW& U/V/ 7S /'W0j(4',9' , IS a r 15 goo :sg One,— r Bq7 :5 4 a A-a,� L4 (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. 56;0 DAYTbd STV-4�, 4E5V/V6fJP-S, WA '19-02-0 L-o7-�S /6 e /7 Or 6"C�4 121 Ad OAJ 7w,--, PL,4r OF 0/= dw-DIMOIDS: /-:h jAl val-umt5 e;,F RLA '/Z� ri PWevvir -31 IAI 5,41b)4,pA4j.54 COA1216 WAS.41AI6�7W. (STAFF COMMENTS) sepa chealist - public.dDc:4.18.2001 Page 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, mountainous4� (STAFF COMMENTS b. What is the steepest slope on the site (approximate percent slope)? (STAFF COMMENTS) C. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. 51013 w 0 C-LA (STAFF COMMENTS) d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe._ wo (STAFF COMMENTS Page 4 of 24 up checkW - public.doc:4.18.2001 e. Describe the purpose, type and approximate quantities of any filling or grading proposed. Indicate source of fill. .eVe,i-/A-T70fJ Off heifP-OX , 14-2'02 6- Y. r-JeS t3L)JA;;D1#J6- 00'20' AWAZOX -'E 0 C. )or -or- fzl,-L, 0/,/ 56"774 . 5106 e)F- 1-07- F%0-- Sd91--A-e-e P.J-RK4A4—, (STAFF COMMENTS) L Could erosion occur as a result of clearing, construction, or use? If so, generally describe. e--'-)Ln-p eP-oo�-= 7p -n-fe A10124-2�- -a.V -ro 0A-tf7-DAJ "J (STAFF COMMENTS) g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? (STAFF COMMENTS) h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: 0) pgooO dviAl 2- " QeO� 9 6 "' W1 CWAIA) 7?0-�-:44 WrO� -�4' * go CA-- A F 5 1 FeAJ cv-- OUAeOZY :S0'AA-,L5- i2" D��We 4-r C-nU5W-J-Cr.,00 &A 7-0 T)4a SeV-77�, (STAFF COMMENTS) 2. AIR 2. 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. I Lf V074 i -S AIr ZT665qz6, 14WAox. VC- ill c4-O OfJ S ^ ' TgjP-S P--P- QA-f oitritu& 2---3 PAYS 41,4kimJM), A-F7-c?e (STAFF COMMENTS) Page 5 of 24 sepa cheddW - pubfic.doc-.4.18.2001 b. Are there any off -site sources of emissions or odor that may effect your proposal? If so, generally describe. (STAFF COMMENTS) C. Proposed measures to reduce or control emissions or other impacts to the, if any: 6- COPS-MU071004 - WiLi- AE WZP—# Tb A MINJ - 4J000rz0Vz—'r> taA I (STAFF COMMENTS 3. WATER a. Surface: I zoi-i-no-OL- ! (1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. (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. (STAFF COMMENTS (3) Estimate the amount of fill and dredge material that would be placed in or removed from'surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. NJ 0 0-'e (STAFF COMMENTS) Page 6 of 24 3cpa checklist - public.doc:4.18.2001 (4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. (STAFF COMMENTS) (5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. N 0 (STAFF COMMENTS) (6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and, anticipated volume of discharge. IV 0 (STAFF COMMENTS b. Ground: .(I) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. (STAFF COMMENTS) sepa checkUg - pubfic.d=4.18.2001. Page 7 of 24 (2) Describe waste material that will be discharged into the ground from septic tanks or other so ' urces, if any (for example: Domestic sewage; industrial, containing the following chemicals ... ; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. (STAFF COMMENTS C. Water Runoff (including storm water): (1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. W 4ngr- 4ddeleE t252�AA lf"12- AML) So,177�-' 61�6- W 64a A L-1camAj.*01i toleE: AT- 774C IY-EW lAirc, T*,L- e-ny �%7'cKm PoCA-IAJ Ar OA7-m.,J -1746' WAiUYL MLIL- TWO-d 171� ioy7y 1006e-l- 500100. (STAFF COMMENTS) (2) Could waste materials enter ground or surface waters? If so, generally describe. mitif M ki, Po SS I is) t' i Vy' - TV /S I S S1WA1,L,'&=jog-W,7AL- Mosr or- TM5 IS W,Tl4itj 'TW 60L�Cljme:r (STAFF COMMENTS d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: WaW 0a7-UAJ7-10-J SYS7�1u, 6AJ /JOfZ774 !310if OPF- 511U. Oki 5J J-77-1 510E MRKIIJ67- 4-or S 6A-r-S- 6AS*J �ViLe, V?,4P AJD 5U!;00----PZ: ebl-4-v —�IVAJ-/7S, J;Ag :SYST?z�_T J,,JJL�(- /tfo�7- L"4C.4y- C'oDas , (STAFF COMMENTS) Page 8 of 24 sepa d=kfia - pubHc.dDcA.18.20D1 4. Plants a. Check or circle types of vegetation found on the site: deciduous tree: alder, maple, aspen,.other: V evergreen tree: fir, cedar($t�in—e) other. shrubs grass pasture crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other: water plants: water lily, eelgrass, milfbil, other: other types of vegetation: (STAFF COMMENTS) b. What kind and amount of vegetation will be removed or altered? -'PtrJa T)407W -r-y 6& o V err-> -1-D AL4- o W 1::br— 6oAjc-;-gmyeVoA) (STAFF COMMENTS) C. List threatened or endangered species known to be on or near the site. 0 AJ -t�- (STAFF COMMENTS) Page 9 of 24 sepa d=klist - publiCADCA.19.2001 d. Proposed landscaping, use of native plants, or other materials to preserve or enhance vegetation on the site, if any: Al-L AA�nS Aledwur--� 13qjLo10& Alor to,4-�r&D tolL.L, t?,F joi,AWTV 11112� A VMeia-" Or 5815ddg z'W'0 79c-E-'5. S fff /--I P4-AIJ) (STAFF COMMENTS) 5. Animals 0a 5eYzV-P-L> 2. Check or circle any birds and animals which have been observed on or near the site or are known to be on or near the site:. birds: hawk, heron, eagle, songbirds, other: 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. AIOld (STAFF COMMENTS) C. Is the site part of a migration route? If so, explain. (STAFF COMMENTS) Page 10 of 24 sepa dieddist - public.doc:4.18.2001 CU d. Proposed measures to preserve or enhance wildlife, if any: pJILL- r�,I,-- &U : &AAj�tfp (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 heating, manufacturing, etc. —.0 V -J, hk-�T)—�S , AoJO ffflocca ifLAe-�-S, A/ze- Az�,— (STAFF COMMENTS) b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. (STAFF COMMENTS) C. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts,. if any: 1A1-W"0V77ofJ 4) I�J t6,vr— Iti W414, S 4 <-/O UXOZI'� (STAFF COMMENTS sepa dieckha - pubfic.dw-.4.18.2001 Page I I of 24 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. NO (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: At 0 17'V)c'1 C, S. it 6 -,T39 #J A<c-- Pl< O:Te-47'eO -ro diar U-SeD AJO 0A) 7V00'<_4 eqrrYsj,& s ;;�e se-eij (STAFF COMMENTS) b. Noise (1) What types of noise exist. in the area which may affect your project (for example: traffic, equipment, operation, other)? IV (STAFF COMMENTS I Page 12 of 24 sepa chacklist - public.doc:4.18.2001 I (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. e �DAJ uc,7-1 a 12 0j0,--r_,4Z7-0 J9 LN414-IAI& &VA)S I.. 50ma VeEHI e,445 Z2!�! �--E' C- 0A1 Ai-c-ffY 1-0 IH-C- 750L/77-f /-+V a e__5 4/K - (STAFF COMMENTS) (3) Proposed measures to reduce or control noise impacts, if any: 7W/IPS WJI-if R_-E AffLk> -r-O 4 My A// A4 VIV. (STAFF COMMENTS) 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? - VA7-A-^1'T_ i-O-r. .4 hbO5-C-, _ (STAFF COMMENTS) b. Has the site been used for agriculture? If so., describe. JV0 (STAFF COMMENTS) Page 13 of 24 sepa d)eckW - public.doc:4.18.2001 c. Describe any structures on the site. (STAFF COMMENTS) d. Will any structures be demolished? If so, what? 610 9 .14JAS DDA)k� Aj M A72 C-14, (STAFF COMMENTS) e. What is the current zoning classification of the sitel (STAFF COMMENTS) L What is the current comprehensive plan designation of the site? A d L,1-1 r—A/K i I- Y &6-d _Q91J511Y (STAFF COMMENTS) g. If applicable, what is the current shoreline master plan designation of the site? tJOT- (STAFF COMMENTS) Page 14 of 24 sq* checklist - public.doc:4.18.2001 h.. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. AJ-0 (STAFF COMMENTS) i. 'Approximately how many people E:oulDresid or work in the completed project? A - / -)- (STAFF COMMENTS) j. Approximately how many people would the completed project displace? (STAFF COMMENTS) L Proposed measures to avoid or reduce displacement impacts, if any: (STAFF COMMENTS) 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: (STAFF COMMENTS) Page 15 of 24 sepa checklist - public.dDc:4.18.2001 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. —4 0 X 171��, AA 10 0 1- E r-b .,�kC-;r74 /A[6pAAZF7. (STAFF COMMENTS) b. Approximately how many units, if any would be eliminated? Indicate whether high, middle, or low-income housing. (STAFF COMMENTS) C. Proposed measures to reduce or control housing impacts, if any: A-fr-LA ca-is L-o (STAFF COMMENTS) 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principle exterior building material(s) proposed? "0' wa 00, (STAFF COMMENTS Page 16 of 24 sepa diecklist - pubfic.docA.18.2001 b. What views in the immediate vicinity would be altered or obstructed? MOOF (STAFF COMMENTS) C. Proposed measures to reduce or control aesthetic impacts, if any: -I.- OF -17�& &0LzYjJ& 2. - A�Z� - kCvVc-E� 0<IV�W" � C-OK6 C-U7- 7-0 A 1"lAbMato (STAFF COMMENTS) 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? ---�Omg . 5voi &Vj4LJ00Lt).S: ay Arl-e�-) Ild LA-rt-� AF70K,00-bfJ (STAFF COMMENTS) b. Could light or glare from the finished project be a safety hazard or interfere with views? Alo. AL-1, L- 1:5> Z)Ala�- - W,4y- eFAKT-, (STAFF COMMENTS C. What existing off -site sources of light or glare may affect your proposal? (STAFF COMMENTS Page 17 of 24 wpa chock[W - pubUc.doc:4.18.2001 d. Proposed measures to reduce or control light and glare impacts, if any: (STAFF COMMENTS) 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? I le seuiW op C-u-�Y 4AAJ->iA1C—,e ClVlc,- cewrm-K- /��.AY r-lei-o 5-r, ff 7V4 A*��,). L-16P,44y, IA'1410 '711-4 A,yv-.) (STAFF COMMENTS) b. Would the proposed project displace any existing recreation uses? If so, describe. -Alo (STAFF COMMENTS C. Proposed measures to reduce or control impacts on recreation, including recreation bpportuhities to be provided by the project or applicant, if any: (STAFF COMMENTS Page 18 of 24 sepa checklist - public.doc:4.18.2001 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. JV0 (STAFF COMMENTS b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. A10 AJ 45 (STAFF COMMENTS) C. Proposed measures to reduce or control impacts, if any: A) (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. Y=,J Z�,<JVeF!�J� CWIL-t, opl�W. 007 b QlMtJ ST, .12AII�n AJ (STAFF COMMENTS Page 19 of 24 wpa diecklist - public.doc:4.18.2001 07 b. Is site currently served by public transit? If no, what is the approximate distance to the nearest transit stop? 0 ChS-17wJe--r` 7D /A�-Y57'7- &IS '5rvif; 0 LACxoss; DAqrD1J S�T'.) -r-D —1rZA-tfJ cseea-r ml�-6s 1,71 5vw C-a 7z Fi5r�v " 0'.�� mw6ls (STAFF COMMENTS) C. How many parking spaces would the completed project have? How many would the project eliminate? (STAFF COMMENTS) d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). JV0 (STAFF COMMENTS) e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. EiV-,/C'f A114a-,S 7-b 72it!r 44J'Zw�i 7P—A-IAJ D07'10'r /:S7 Q,!!; M f TV (STAFF COMMENTS) Page 20 of 24 sep d=kfio - pubfic.dov.4.18.2001 f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. --3-5 . 1?:21OP5 E--S (STAFF COMMENTS) g. Proposed measures to reduce or control transportation impacts, if any: -1901ZOZZ--,� /S C,4-ctsS 1D040A/7Z"),J W11741d 67MY' (STAFF COMMENTS)- 15. Public Services. 2. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. 10MAi, 1AJe4ez-'A--5 (0 71t&4- t4AJj 17S (STAFF COMMENTS) b. Proposed measures to reduce or control direct impacts on public services, if any: (STAFF COMMENTS) Page 21 of 24 sepa checklist - public.doc:4.18.2001 16. Utilities a. . Circle utilities currently available at the site: �e=lectrici Xn=aiural Wld�aa�ter, 1��OjEph�oDne- .nitary�sewer- septic system, other: (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. SM614VM(Si4 eWrlt- P'Y-10, -WCW VAWd-r 4v0,U&--90AJ 00-SM-E 00941- PUCN--r 500WO L-A69-- t5De&-K- T-1E -IoS -0a) -PAY70N 5r, WATL-YL r szw.Ex 1, CLYAIPic- View WA7Z-:K 5eW*A - '57rF---6r -rlC- - i0l) -S Z�'�) DAYMO YT, -r&t.e,-.4o oo P- - a, -no Ad - *,"&- -,,,J 0-4 5 oo V4 5) DZ-� OP -S I T6 (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. Signatur4)Proponent Date Submitted Page 22 of 24 sepa checklist - public.doc:4.18.2001 Exis,nNo 10 SIDE SETaAC 3r H. SOLLARD (30 FC AT SIDEM K) ARCHEDAR801 ENTRY IN STREET SETE CONC. SICEWAt CONIC. RETAINING WAI Ir H. CEDAR FEN Soevi" LAND 31r H, 13OLLARD L 12, ON CENTER (30 F/C AT SIOEVW I&REARSETBAC vxu TRANSFORMERF ASPHALT CONCRE PROPERTY LINE DAYTON STRE&I-7 LAWSCAM MEAM SW LANDSCAPE LIGHT ROCK CIRCLE W SIDE 4 ETBACK LIGHT + .9-6, kCK 4'- 2- 6--01 AZ i CON RETE RETI NINGWALL L DAYTON CONDOMINIUMS !o IPR CEDAR FENCE GHTS kLK) K AKA .......... ILANDSCAPED ol Aft� kD PARKING (3 SPA S) H. CEDAR TRASH ENCLOSURE - ALLEY NOTE: SEE CIVIL DWG. CO.2 FOR SITE DEMOLITION SITE PLAN NORTH WORK. Scale: 4=--W-W wq ho S�t A st �r YTON V " ST I "IPROJECT LOCAT16-N HOWELL I VVY VICINITY MAP SCALE:- N.T.S. DALEY I ST .. . ... :LSPF EDIJ BELL ST MAIN ST DAYTON STI !m E lk lmo-Irm ST ST Lo 10 ST E- MAIN ST MAPLE ST 00 ST McConnell, Jeanie From: Gebert, David Sent: Monday, June 21, 2004 1:53 PM To: Miller, Noel Cc: Bowman, Duane; Fiene, Don; Lemcke, Pam; Chrisman, Lyle; McConnell, Jeanie; Hawkins, Jaime; Klein, Linda Subject: Illegal discharge - 550 Dayton St ENS �. Illegal Discharge concrete sl... Noel, Attached for your review and signature is letter to Rinker Materials regarding their illegal discharge this morning. Dave June 21, 2004 Certified Mail Rinker Materials 6300 Glenwood Avenue Everett, WA 98203 Re: Notice of Civil Violation: Illegal Discharge Into City Storm System at 550 Dayton Street Dear Rinker Materials: An illegal discharge incident was brought to my attention on June 21, 2004. On Monday, June 21, 2004 at approximately 10:20 AM, a Rinker Materials worker (Mr. Gary Claymore) was observed washing concrete slurry from a Rinker concrete transit mixer (license #A5851 1 S/truck #8493) at the project located at 550 Dayton Street. Cement residue/slurry was observed in the street gutter and entering the catch basin in front of the property at 550 Dayton Street. A correction notice was posted at 550 Dayton Street on June 21, 2004. The storm drain system flows directly to the Shellabarger Creek system and then to the Union Oil Marsh. The system is intended for storm runoff only and the water receives no treatment downstream, which means that fish and wildlife habitat are impacted by any pollutant discharges. The discharge of untreated wastes to the City's stormwater collection system constitutes a violation of Edmonds City Code 7.200 and is subject to enforcement actions. Payment of a fine to cover administrative and remediation cost associated with this violation is authorized in accordance with Edmonds City Code 7.200.150. In accordance with these regulations you are hereby directed to: , 1. Pay a fine of $300 by July 9, 2004 to cover administration and remediation costs associated with this violation. �P Rinker Materials Page 2 2. Report back to the City regarding the proper Best Management Practices that will be employed in future operations by your organization when conducting business within the City of Edmonds. Attached is a Best Management Practices -handout for Contractors that can be used as guidance in accomplishing this requirement. The City will consider reducing the $300 fine based on your response to this matter. Your written response is requested by July 2, 2004. Failure to respond in writing by this date may result in further fines and/or additional penalties. You have the right to appeal this order and assessment of fine in accordance with the provisions of ECDC 20.110.040(C). Written notice of appeal must be received by the Director within 10 days from the date of this notice. If you have any questions regarding this information, please feel free to contact me at 425-771-0235 or Pam Lemcke at 425-771-0220. Sincerely, Noel F. Miller, P.E. Public Works Director cc: Hartford Contracting, 5525 Lakeview Drive, #200, Kirkland, WA, 98033 Dave Gebert, City Engineer Don Fiene, Assistant City Engineer Pam Lemcke, Engineering Specialist Jim Kammerer, Street/Storm Manager Attachment —C . I S,)z PERMIT NO: 9984. C Of Edmond's' y 0 0�z) PERMIT EXPIRES. �� A SIDE SEWER.PERMIT'- Address of Construction Property Tax Account R Attach'copies o - f all access and utility easements 'Verified and Approved b Owner and/or Contractor: Contractor License Building Permit 200 5-/-- 8. 5 E] Single'Family. Invasion into City Right -of Way: F-1 Yes 2<o Iti-Family (No. of Units *RW Construction Permit.# Amu F� Commercial (No. of Units Cross other "Private Property: El Yes 0 Public "Attach legal description and copy of recorded easement. 0 Knfe"'r--or contrac ror s 6wied Dafe �ip/atiire_�_ndack�n gement statement: By signing for tffi&j16rmit I certify that I have read the City's public hand * out -entitled ide Sewer, Specifications, and shall, comply with all City requirements outlined - therein. �tL 555) 9 CALL DIAL -A -DIG (1-800-4 5 BEFORE ANY EXCAVATION 9: W.:FOR INSPECTION CALL 425-771-0220 exfensio 24 HOUR NOTICE REOUTRED FOR ALL INSPECTION REOUESTS NOTE: IF JOB SITE -IS NOT READY FOR INSPECTION.WHEN INSPECTORARRIVES A $45 RE -INSPECTION FEE WILL BE CHARGED. Job Site. Ready YES - NO .—Date: Initial: Partial Inspection: Date: Initial: Partial Inspection: Date: Initial: FINAL INSPECTION APPROVE*D: Date: Initial: As -built to Street File: E] '6- PERMIT MUST BEPOSTED.ON JOBSITEt, White Copy: File Greep Copy: Inspector.' Buff.Cok ApplicaPt L;temp;bldg,forms;ssperTnitjlg4/0 0 �lk Le Llkq LAAV�Til�l-r FM �o re, I � /a /0 s (-V (e-, <� s o Z-q tKUP3 WAX- '51 GQ po S-�Gp City of Edmonds Pern-dt No: '4V#qnd1(#-7 RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date: A. Addres's or Vicinity of Construction: LB.T (ZAILALT-S 3-1,4 S-1-A-4 I —� CL41— :tkI:*�_CLA '61 ypp'of Work (be specific): - 11 I I - T", 6ontrac-t , or: S-I'A�T.� ELECTRIC & INVEST COIWdtact: MORRIS GELLER Mailing Address:1 7 9 2 5 HWY 99 LYWOOD,WA Phone: 425-745-1996 StateLicense#: STATEE169QG City Business License #: D. Building Permit # (if applicable): E. F� Commercial F� Multi -Family INSPECTOR: El Subdivision El Single Family Liability Insurance: - Bond:$ Side Sewer Permit # (if applicable): F] City Project El EUC (PUD, VERIZON, PSE, COMCAST, OVWSD) F1 Other W F. PAVEMENTCUT: 0-YES El NO G. SIZE OF CUT x CONCRETE CUT: LJ YES F-1 NO G. F� Mail Approved Permit F-1 Call for Pickup APPLICANT TO READ AND SIGN INDEMNITY. Applicant understands by his/her signature to this application helshe holds the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or an-v of its departments or emplQvees, including but not limited to the defense qf an-v legal proceedings including defense costs and attorneyfees 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 THEAPPLICANT. # 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 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. CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK I HA VE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE THA T I MUST MAKE THE PINK COPY OF THE PERMIT A VAILABLE ON SITE A T ALL TIMES FOR INSPECTIONS 4$t-g�_ature.' Date: (oontr'actor or Agent) FORCITY USE'ONI Approved -,by: Time Authorized: Void After Special Conditions: REQUIRED INSPECTIONS: Y, Ri.ght-of-4,vay-fe.e.- 1-/ 5 Disruption Fee/Fdu`d':I1'1:' 'Inspection: Fee: 19 -06 Totaffee'. Receipt�No:,, y:. Issued* b 4— Call 425-771-0220, Ext. 1326for a 24-hour voice -recorded inspection request line. FINAL APPROVAL OF PERMITTED WORK: Inspector's Signature DATE: C\Documents md SettingsTurtis\My Documents\Fomis\Engnrng\ROWpemit_.doc Revised 10/01/03 City. of Edmonds Permit No." DA RIGHT'OF-WAY CONST4UCTIONTE11MIT Issue, 'te: A. Address or Vicinity of B. Type of Work (be specific): 1 C Contractor: llnelilzl&mAae� Contact: Mailing Address: -4,) Ae4kW Phone: State License #: //Noro�," 9,�7 Liability Insurance: 0?�� Bond: S 110;�11&26V D. Building Permit (if applicable): Side Sewer Permit # (if applicable): E. r-1 Commercial El Subdivision El City Project E] EUC (PUD, VERIZON, PSE, AT& T, OVWD) Xulti-Family. Single Family F-1 Other M INSPECTOR: C F. PAVEMENT CUT: [-I YES El NO' G. SIZE OF CUT X CONCRETE CUT: YES NO Al'I'LICANT TO IZEAI) ANI) SIGN INDEMNITY. Applicant understands by his/her signature to this application helshe holds the'City of Edmonds harmless ftom injuries, damages or claims of any kihd or description whatsoever, foreseen or unforeseen, that may be'made against the City of Edthonds or any of its departments or employees, including bu't,not limited to, the defense of any legal proceedings, including defense' costs and attorneyfees by reason ofgranting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINA L, INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BYCITYFORCES, AT WHICH TIMEA DEBITOR CREDITW7LL BEPROCESSED FOR ISSUANCE TO THEAPPLICANT, Traffic control -and public safety shall be in accordance with City regulations.as required by the City Enginur.� Every flagger must be trained as required by (WAC) 296-155-305 and must,have certification verifying completion of Jhe required training in their possession. Restoration is to be in accordance with City codes. All street-c ut trench work shall, 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. CALL DIAL -A -DIG (1-800-424-5555)'PRIOR TO BEGINNING WORK I HA VE READ THE ABO VE STA TEMENTS AND UNDERSTAND THE PERMIT RE QUIREMENTS AND A CKNO WLEDGE 4.1 THA T I MUST MAKE THE PINK COPY OF THE PE E AT ALL TIMES FOR INSPECTIONS VAILABLE ON SIT > Signature:, or Agent) Date:- WL76MLM '.UPON.COMPLE * TION OF PERMITTED WORK9 AN ENGINEERING FINAL INSPECTION IS REQUIRED PER CHAPTER'18.00 OF THE EDMONDS _C OMMUNITY DEVELOPMENT CODE (Phone 425-771-02.20, Ext. 1326) FINAL APPROVAL. OF PERMITTED, W-ORK.- DATE: Inspector's Signature For inspection requirements -see Engineering Inspection Information handout. '4 DAMy Docuinents\Forms\Engftmg\ROWpormit—.doc City of Edmonds Permit No: 2aO 07 3 RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date: ze-0, T"o, - A. Address or Vicinity of Construction: B. Type of Work (be specific): 6 C. Contractor: �_,j RcAA a Contact: Fc7T&_)�/ Mailing Address: 10 51 & ft 1251CAU Phone: 412 2105f�� State License ;C *-Ciflef Liability Insurance: Bond: $ City Business License #: V D. Building Permit # (if applicable): -200 3 —0 35 2 Side Sewer Permit # (if applicable): E. Commercial F1 Subdivision F1 City Project F1 EUC (PUD, VERIZON, PSE, COMCAST, OVWSD) Multi -Family El Single Family F-1 Other INSPECTOR: 17V A/A Wl< t N -S Cokf CS F. PAVEMENT CUT: YES El NO G. SIZE OF CUT x CONCRETE CUT: YES R� NO G. El Mail Approved Permit Call for Pickup APPLICANT TO READ AND SIGN INDEMNITY. Applicant understands by his/her signature to this application helshe holds the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense costs and attorneyfees by reason ofgranting 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. ESTIMA TED RESTORA TION FEES WILL BE HELD UNTIL THE FINAL STREET PA TCH IS 'COMPLETED B Y 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 theCity 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 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. CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK I HA VE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE THA T I MUST MAKE THE PINK. COPY OF THE PERMIT A VAILABLE ON SITE A T ALL TIMES FOR INSPECTIONS Signature: ��l q2t_ Date: "-(Contrafitor dwr Agent) XSE 'O,N L� Y� ��Approved -by:, r A W A 6e� Thiie Authorizeg: Vdid Mt&,: �Digitotibfl �Sp&ial Cohditions. 5 13F r 7-4� #2 Cg�_) A/Q/ -1-/ 0 AALIL k"k;--r-A lRer... T6tal,F6�; "J... �7' ]&Arc PkOA4 Al-L -/7- 0 J ol� 'Ll 7-'/ Reeeipt:Nd:..*,��, (W& rE e, Cc Lora, C44 �'ZQC_A� S'Sue REQUIRED INSPECTIONS:( KAlc tc-IC CC) Aj r-1ZCL 7 Tf Nt At -Kk S 7-ne A 7-10 A.' Call 425-771-0220, Ext. 1326for a 24-hour voice -recorded inspection request line. FINAL APPROVAL OF PERMITTED WORK: Inspector's Signature DATE: rM& CADocurnents and Settings\Cuilis\My Documents\Fomis\Engnmg\ROWpemit_.doc Rcvised 10/01/03 - DATE RECEIVED [PERMIT EXPIRES CITY OF EDMONDS USE PERMIT ZONE NUMBERJ&52��/ 4 CONSTRUCTION PERMIT APPLICATION JOB SUITE/APT# ADDRESS t6D bW r,� ST 02- OWNER NAME/NAME OF BUSINESS PLAT NAME/SUBDIVISION NO, LOT NO. LID NO. LID FEE $ F_)Aaf9> MAILING ADDRESS PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TESCP Approved 0 RW Permit Required 0 z -7-f-k A 0'� 1401 vz t-)(L5' EXISTING — PROPOSED Street Use Permit Req'd 0 Inspection Required 0 Side.alk Required 0 CITY ZIP TELEPHONE 0 0 E31 4zp 0 2- (.�-) - -T&) S- REQUIRED DEDICATION— FT Underground Wiring required 0 NAME METER SIZE LINE SIZE S PRV REQUIRED L 777 YES 0 NO 0 a 3 Uj ADDRESS REMARKS z z L) OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE a A4 z w CITY ZIP TELEPHONE 6 T3 NAME H-iye-iry?-o -ENGItERINP� REVIEWED/DATE cc ADDRESS 0 FIRE REVIEWED By DATE W z CITY zlp�� TELEPHONE 0 645_1ta V a iE 4.80�,s 11 00 2,f�,l Lz VARIANCE OR CU SHORELINE OR-4DB4 INSPECTION BOND STATE LICENSE NUMBER EXPIRATION DATE BY AAYVI i Vn AT P REO'D POSTED HftieT F& 10 69 4-if 0 YES XNO SEPA REVIEW SIGN AREA HEIGHT "A" PROPERTY TAX ACCOUNT PARCEL' NO COMPLETE EXEMPT ALLOWED PROPOSED,- LL40WED PROPOSED W 00Liii3L42_12:.I-016q0 i;� EXP I NEW RESIDENTIAL�, PLUMBING MECH LOT COVERAGE . ALLOWED PROPOSED L9F61ftD.SETBACK$ (FT.) FRON ,&*)'REAR E?`WKTfftD SETBACKS (FT.) FRONT -.-,IJR 51DE REAR AUDITION COMMERCIAL COMPLIANCE OR C-h -a r, e—I Irt- A., z CHANGE OF USE z PARKING VIDED I REO'D I PRO, LOT AREA I PLANNING REVIEWED By DAfE REMODEL APARTMENT C3 SIGN I I n o a n jq n 1c, GRADING 0 FENCE'. REPAIR 13, CYDS X FT) HLMAHKS .11b of rp-11. it), COWL SC+10-a(,V- %;6 a-531 ma OTHErMjj�, DEMOLISH TANK JK dtkV- fAA (,*Q Ct W ry) 0' 0 Z GARAGE R OETA' NNG WALL RENEWAL C RPORT R CKERY pyorv:!" dcc* 3.331 SO, 0 P (TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN- CHECKED BY TYP_UW CONSTRUCTION ICODE OCCUPANT 2: e0A)POA41dItAMS I:Y:A GROUP R 2 NUMBER NUMBER OF CRITICAL SPECIAL INSPECTOR AREA OCCUPANT OF '0 DWELLING AREAS STORIES UNITS NUMBER REQUIRED C:] YES I LOAD DESCRIBE WORK TO BE DONE REMARKS PROGRESS'INSPECTIONS PER UIBC 108/FINAL INSPECTION REQ D WIT"4 z a VALUATION FEE 7�— PLAN CHECK FEE, HEAT SOURCE GLAZING % LOT I SLOPE % UILDI PLAN CHECK NO: VESTED DATE U5 .1 2, Un 0 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 SEPARATE PERMISSION. STATE SURCHARGE/Qj, Uj PERMIT APPLICATION: 180 DAYS PERMIT LIMIT: 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS ENG. REVIEW FEES SEE BACK OF PINK PERMIT FOR MORE INFORMATION ;APPLICANT, ON BEHALF OF HIS OR HER SPOUSE. HEIRS, ASSIGNS AND SUCCESORS ENG. INSPECTION FEE Uj N INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF i LANDSCAPING 2 EDMONDS, WASHINGTON, ITS OFFICIALS. EMPLOYEES, AND AGENTS FROM ANY AND INSP EE < ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY * FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE PLAN CHECK DEPOSIT RECEIPT", * DEEMED TO MODIFY, WAIVE OR REDUCE ANY REOUI REM�NT OF ANY CITY ORDINANCE _j 01 NOR LIMIT IN ANY WAY THE CITY'S ABI LITY TO ENFORCE ANY ORDINANCE PROVISION." RECEIPT - TOTAL AMOUNT DUE I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION APPLICATION APPROVAL GIVEN IS CORRECT AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF 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 COMPENSAT9 AND RCW 18.27. ,01,NRANCE DATE SIGNATURE (OWNER OR EGENT) DATE SIGNED (425) WSIG jE 1 - 3/05— 771-0220 _ 'I A A - RE ED BY D*E ATTENTION 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- CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 FAX ORIGINAL - FILE YEI I OW - INS4CTOR PINK -OWNER GOLD - ASSESSOR 5198 DATE R.E16EIVED I IPERMIT EXPIRES 4401 CITY OF EDMONDS USE PERMIT ZONE 4e NUMBE� CONSTRUCTION PERMIT APPLICATION JOB sunE/APT# ADDRESS OWNER N,AME"E OF BUSINESS PLAT NAME/SUBDIVISION NO. )bT �0. LID NO. 5i3O�0 DA-MOU, I -LC- PAVI C> Crl L I V. T-0 "LING ADDRESS LID FEE $ PUBLIC RIGHT OF WAY PER OFFICIAL S ET MAP EXISTING !AO PROPO REQUIRED DEDICATION- FT TESCP APProvecl RW PenrA Required, Street Use Permit R V InSpectio Required Sidewalk= Undergmund whing required 1:. jVooM 0- �JAY -0 0 CITY ZIP gz-," L-1/dofe WA *3005 TELEPHONE (*2:!�) 4& 0 3 - 63 &S a NAME WAd6ffm) A--zoc-/A7V-5 METER SIZE LINE SIZE 1 NO. OF FIXTURES PRV RE941REQ YES ;( NO 13 ADDRESS 08 0 4, 7-x 19, Mar REMARKS OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROWDRAINAGE z 1gWfMhje7. eflisfta- fh-6, I CITY ZIP ITELEPHONE uw,~ VIAJ 01A- 4803,4- NAME .&W . REVfEWED/DATE aAORQ ADDRESS -_uyo Vyl�wp i 1C FIRE.AEVIEWlio BY DATE F6 CITY zlp� TEIIEPHONE ;VARIANdE'OR Cq� SHORELINE 010010 INSPECTION RE 4ncO'D ES [3 NO BOND POS TED STATE LICENSE NUMBER EXPIRATION DATE r .,BE PA, REVIEW..�, COMPLETE EXEMPT EXP SIGN, AREA ALLOWED PROPOSED, -AL�OWED PROPOSED PROPERTY TAX ACCOUNT PARCELtNO. NEW REdibENTIA'L.,:-.': �PLUWINd MECW; 0 COMPLIANCE OR 0 ADDITION PCOMMERCL&L .. , . � CHAN 9E of USE.,. LOTCOVERAGE- A ALL WED PROP09 ER_ REQUIRED SETBACKS (Fr.) FRONT� ;'SlD E AEAR PROPOSED SETBACKS (FT.) FRONT- LJR SIDE REAR 0 16 z z REO'D PROVII ��LOT AREA. IEVIEWEO BY PL.AN.N1.N1(.1 R. DATE A1021- 9 REMODEL a IGN FENCE rq 0 REPAIR X FT) 0 DEMOLISH EY TANK OTHER o GARAGE RETAINING WALL RENEWAL CARPORT ROCKERY (TYPE OF USE BUSINESS OR ACTIVITY) EXPLAIN: Laa" Z./ NUMBER OF RIT1111A NUMBER o,) C DWELLING AREAS OF S. — -1 �_, - I NUMBER STORIE 455A4 UNITS q I R �VW tf Ar Of nM LA04MCAF.Ar n,.A04_ IAPP I 114t):� Qa4D CHECKED BY JTY7N 0 M I cV7 15CUPANT OR. UP SPECIAL IN�1`5CTOR REQUIRED YES R JAREA OCCUPANT LOAD DESCRIBE WORK TO BE DONE oF REMARKS PROGRESS'INSPECTION&PER UBC 110,11111FINAL INSPECTION REG-0 A- y &A W/TR PAR141,06- A fJD 2 56,1,6 lilt am k I A.1/ 12-S11,0`7 11 &�� I I I 1 A-, ft—, kfyoe-) \A -TbTm�- dfl-221 SF7: VALUATION.$ 646�La 28-71 1 1,;: 22J-7_ <Qv�r-. Description 'FEE .EE Description FEE 'Z Plan Check CE I 1 1 HEAT SOUR GLAZING % LOT SLOPE % Building-, �7 VESTED DATE PLAN CHEr 'Plumbihg cy Mechanical THIS P; V THE WORK NOTED. THIS PERMIT COVERS WORK TO I= RE DONE ON PRIVATE PROPERTY ONLY ANY CONSTRUCTION ON THE PUBLIC Grading 27 Recording Fee X 3 DOMAIN (CURBS, SIDEWALKS, DRIVIEWAYS, MARQUEES, ETC.) WILL REQUIRE A I= SEPAMTE PERMISSION. Engr. Review G50 City Surcharge PERMIT APPLICATION: 11810111AYS ns, 0 PERMIT LIMM I YEAR -PROVIDED WORK IS STAMIED WITHINI_1180 DAYS—- Engr. Inspectio State Surcharge SEE BACK OF PINK PERMIT FOR MORE INFORMATION LqD 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS Traffic Mitigation Plan Chk.Deposit IN INTEREST. AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND Fire Review tjW Receipt # ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE 0 DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE Fire Inspection Total Amount Due 0 NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.* 15LO I I Landscape Insp. Receipt # I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION: THAT THE INFORMATION . GIVEN IS CGRRECT� AND THAT I A ' M THE OWNER, OR THE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- This application Is not a permit until signed by the TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED CALL Building Official or hioer Deputy: and Fees are paid, and IN VIOLATION OF THE LABOR CODE OF T STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt Is acknowledged In space provided. WORK RANC COMPENSATION INSU RCW 18.27. ,kqlfS OFFI S E DATE 81 R (0 0 DATE SIGVED 1A135) 0! � J7, 7 771-0220 ED BY rATE ATTENfffifi Off 1333 IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL AAIZV, A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- 771-0221 69VAE jemal.)" 102::lfca CATE OF OCCUPANCY HAS BEEN GRANTEP. UBC SECTION 109 ORIGINAL FILE YELLOW - INdpECU(R 10/01 FAX PINK - OWNER GOLD - ASSESSOR PTRE ETFILE !s-rFZE�"O"r. AA-wir-rc>" L N90000'00"E (BASIS OF BEARINGS) 659.42': "N.52 94.34 PROJECT BENCHMARK PK NAIL AND 3"WASHER SET IN TOP OF CURB 40 ELEVATI ON 97.43 N90 0100"E 59.9 ST: WATER METER 9 k"N'. SIGN TREE 4"�ECIDUOUS TREE 4P DECIDUOUS FENCE CORNER _97.60 --41 �*,',j'�v,'NORTH & 0-5- EAST 97.89 8.03 FENCE CORNER 'J,�R & CAP - LS 917r, 36'SOUTH OF CORNER xg5.l6 OA'NORTH & 12 WEST 8.17 K 98 x 7, WIRE FENCE .3 WIRE FENCE WOOD FENCE CKE RO RY sET:6181 REBAR WITH 1.7 -97 3- ALUMINUM CAP < 98.1 X97.3 98.2 x WIRE FENCE x 36"CONIFER ST CONC. STEPS xg �8.7 oi 98.4 98 99 - 9.72! 97 xg 9.7 8.6 WOOD x WIRE FENCE DECK END OF FENCE iz WEST OF LINE RNER OF LINE .5 X98. -X98.9 0 499 - FINISH FLOOR 1 4.03' ELEVATI N 102.00 q 100.4x X, W. ZZ: A�b 527 Q x 100.9 LOT 16 &,il=e,eoi SQ. FT. -S X101.0 X101.6 100.8 1160.70 0 0 f 2 ',102 9.421 101.6 GARAGE: > 01.37 INSIDE O.F >,1.02.3 X101.62 /A 9.70r 101.7ox 24" DECIDUOUS TRE E God, 02.94 102- - RECEI VED �r'.':i'4NCRETE 103.16 -GARAGE LINE M x 02.7 6.8T ON FEB iA x X102.8 y103.87 �'i()420 �-rt" REFENCE 02.76 X102.81 x X 03.2.1 BUILDING DEPT., 103 IDS 1, END OF FENCE x E D OF FENCE NCO OZ WEST OF LINE 03.9 03.9 0 2! WEST OF LINE 104. 0 .8 GAS VALVE I 04.,U 1045 04.51 104.24 N891058'2 99W 49 4945 SET6/8"REBARWITH. T' ALUMINUM CAP & CAP LS 9175 07'NO OF CORNER ui EDGE OF ASPHALT ALLEY -4. FLOWLINE .104.30 ---------------- .......... 0 EXISTING SIDEWALK 10'SIDE SETBACK LANDSCAPE LIGHT IFSTREET SETBACK — CONC. SIDEWALK — 98, LANDSCAPING BLOCKS (DOES NOT EXCEED 4' ABOVE FIN. GRADE) 99* CONCRETE RETAINING WALL SEE STRUT. DWGS. — ---F=XI5TINLi-- 6'H. CEDAR FENCE AT PROP. LINE v DAYTON STREET LANDING +101.3 0 LANDSCAPE LIGHT 1 CONC. SIDEWALK LANDSCAPE LIGHT ml�� —LANDSC-APE-D-AR-EA---- (0 10, w 4, J, u CONCRETE DRIVEWAY -0 (oil 10, �'3 LINE OF DEC OVERHANG IDD-T ki L/— 4 - -�'; -i �� - 101.4' UJI a_ 0 U) UJI L) < 0 UJI 13L 0 Zong R- H I - 6 Corner y1agg Setbacks Reguired Actual Front ISO Sides (4.90100 Rear IsIl Other co, POZAti.) Height 2-151 MAIN -14- lisp C�f fre"R. ta 5(d'e, E __IE�NTRY 6'H. CEDARFENCE cONDOMINIUMS (4s.ssl SOON) 0 PN. 5- 14— LINE OF DE OVERHANG 16 REAR SETBACK L ON. 5" 6' H. CEDAR FENCE AROUND CONCRETE SI )EWALK VAULTS 103'� PARKING (3) STA4.LS &'-b 1111) x 1&'- 6.0 Tp. PROPERTY LINE NORTH LINE OF ASPHALT—""' SITE PLAN CONCRETE Scale: 1 = 10'-0" D ALLEY RECEIVED STREET FLE MAY 2 5 291.05 APPROVED By PLANNING PERMIT COUNTER 101SI LANDSCAPED AREA LINE OJASPHALT -,-,�:D \ AREA 0 GENERAL NOTES: LALL WORK SHALL BE IN ACCORDANCE WITH THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND sm 1149 sm 1149 SECO 249 70 27 M09 Ho 3 FE3� momo AMERICAN PUBLIC WORKS ASSOCIATION (WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, 2002 EDITION, UNLESS 01HERMSE INDICATED OR SPECIFIED. 2. UNLESS OTHERWISE INDICATED OR SPECIFIED, ALL WORK -UNDER THIS CONTRACT SHALL BE MANAGED AND ADMINISTERED BY THE CONTRACTOR. IN ADD11ION TO THE GENERAL WORK INDICATED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIELE FOR WORK SITE SAFETY AND COMPLIANCE WITH THE F"MIKI, PH VAIL AND K %11-23' n33 ZAV "0 �,41 WNTH 11W."O PER LATEST APPLICABLE CODES AND ORDINANCES. l_________d - ------ SO YTON STREET 3. PRIOR TO SUBMITT'ING THE BID, THE CONTRACTOR SHALL VISIT THE SITE OF THE WORK AND BECOME Lo fil'allze fr( n 11.2 T q�_ , , , 'T, Gf- -7. FAMILIAR WITH ALL CONDITIONS INVOLVED IN CARRYING OUT THE WORK, MAKE ARRANGEMENTS WITH OWNER SSMH INVERT FOR SITE VISIT DATE AND TIME IT WILL BE PRESUMB THAT THE CONTRACTOR HAS PRO DIED IN HIS/HER k--F,W.q) vomwo-41 W cma SXosr.l.v.Wm.A& ox Wo Olu S� VI N90% )'00'-E ELEV. 92.94 PROPOSAL FOR ANY MISCELLANEOUS ITEMS THAT MAY NOT'BE COVERED IN THE PLANS AND SPECIFICA S, 11ON --------- 'N BUT ARE NECESSARY TO PROVIDE A COMPLETE AND WORKABLE PROJECT. #vff 't u. k_ N. Tram cvms".q,.� r,�V. 19 4. PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL VERIFY THAT ALL APPLICABLE EASEMENTS HAVE BEEN OBTAINED BY THE OWNER. PRIOR TO STARTING ANY WORK IN THE PUBLIC RIGHT-OF-WAY, THE 1461F: A flfl� !WVV�VIT Irc, LOCA411 FEWX llvl� CONTRACTOR SHALL OBTAIN ALL APPLICABLE STREET USE/PUBLIC RIGHT-OF-WAY CONSTRUCTION PERMITS. 14�sr or 11111. MANKS1 SET 5/8- REBAR WITH 3- Nlbfil, f2f I!IiS'PP9PfAVf Al.!.'#'� ALUMINUM CAP pAyt4m "TWT fDx"', 5. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION OR ORDERING OF MATERIALS. Dllll� ^f QJAX 12' rf<'44 6. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES REQUIRED TO PERFORM THE WORK, AND SHALL BE RESPONSIBLE FOR THE JOINING OF HIS/HER TO THE WORK OF OTHER TRADES. J, s 7. NO PORTION OF THE WORK REQUIRING A SUBMITTAL APPROVAL SHALL BE COMMENCED UNTIL THE 0 - SUBMITTAL HAS BEEN APPROVED BY THE OWNER. ALL SUCH PORTIONS OF THE WORK SHALL BE IN v val \01 'A A - vo ACCORDANCE WITH APPROVED SUBMITTAL MATERIALS, W 8. CONTRACTOR SHALL KEEP AREAS UNDER CONSTRUCTION CLEAR OF DIRT AND DEBRIS CAUSED BY DEMOU11ON AND SHALL STORE CONSTRUCTION MATERIALS AND EQUIPMENT IN AREAS DESIGNATED BY THE 0 c: 11v 0 OWNER'S AUTHORIZED REPRESENTATIVE. b..�. I 01111��. z 0. ")WO 10-r, MIS, 9. CONTRACTOR SHALL CHECK WITH OWNER'S AUTHORIZED REPRESENTATIVE FOR STAGING AREA AND 4J SECURITY REGULATIONS. to 10., ALL � MATERIAL: STORED ON THE SITE SHALL BE PROTECTED FROM WEATHER TO PREVENT. DAMAGE AND DETERIORAT10N UNTIL USE. FAILURE TO PROTECT MATERIALS MAY BE. CAUSE FOR REJECTION OF WORK. I). V tyf.'ly QF tv� 1 03" $ j . . ................. W m SAI'41TARY M, 'lacu4,, IV 11 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL SHORING, BRACING, OR OTHER TEMPORARY I ALLY.'!' TRUCTIURAL SUPPORTS AS MAY BE REQUIRED AND SHALL BEAR THE COSTS OF ANY ENGINEERING THAT MAY A I r.. (.'� BE REQUIRED. S M Nol. 1041111 1 12. THE LOCATION OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR fol - 163 �,v, TE 77-75cr,,T7 OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMA, ONLY AND NOT MAPLZ STREET (A110Y) NECESSARILY COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ...................... ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND`,T0 FURTHER DISCOVER ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT UNDERGROUND UTILITIES LOCATION SERVICE- (14:600-424-5555 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, SCHEMATIC PROJECT PLA AND SHALL FLAG OR MARK ALL EXISTING UTILITIES IN THE FIELD AND PROTECT THEM FROM DAMAGE. SCALE: 1 "=30' 13. THE CONTRACTOR SHALL BEAR ALL EXPENSE*,OF REPAIR ' OR REPLACEMENT OF UTILITIES.OR OTHER PROPERTY NOT DESIGNATED FOR REMOVAL WHICH IS DAMAGED BY OPERATIONS RELATED TO THE EXECUTION OF THIS WORK. 14. ALL DISCREPANCIES FOUND AMONG DRAWINGS, SHALL BE REPORTED TO THE OWNER FOR CLARIFICATION. ABBREVIATIONS: IN CASE OF CONFLICT, CONTRACTOR SHALL BASE HIS/HER BID PRICE ON MOST EXPENSIVE SYSTEM UNTIL CLARIFIED IN WRITING. AD AREA DRAIN RD ROOF DRAIN 15. REPRESENTATIVE FEATURES NOT NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF APWA AMERICAN PUBLIC WORKS ASSOCIATION R/W RIGHT-OF-WAY DRAWN IN FULL. IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON THE DRAWINGS, THEIR CB CATCH BASIN S SOUIH CONSTRUCTION SHALL BE IF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED C.O. CLEANOUT SO STORM DRAIN FOR. DEV DEVELOPMENT STD STANDARD DISP. DISPERSION TYP TYPICAL 16. ALL REQUIRED WORK SHALL BE FURNISHED, INSTALLED, COMPLETE AND IN OPERATING CONDITION, AND DDCVA DOUBLE DETECTOR CHECK VALVE ASSEMBLY W WATER SHALL COMPLY WITH LATEST APPLICABLE CODES AND ORDINANCES. E EAST WSDOT WASHINGTON STATE DEPARTMENT OF EX EXISTING TRANSPORTATION 17. PROVIDE TEMPORARY SEDIMENTATION AND EROSION CONTROL AS NECESSARY TO PROTECT THE EXISTING FD FOOTING DRAIN STORM DRAIN SYSTEM AND PREVENT SOILS AND SEDIMENT FROM LEAVING THE SITE. PROTECTION MEASURES FDC FIRE DEPARTMENT CONNECTION MAY INCLUDE SILT FENCING, CATCH BASIN PROTECTICN, SEDIMENT TRAPS/PONDS AND OTIIERS AS REQUIRED. FF FINISH FLOOR EROSION CONTROL MEASURES WHERE INDICATED HEREIN SHALL BE CONSIDERED A REPRESENTATIVE MINIMUM. FH FIRE HYDRANT THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THESE BASIC EROSION CONTROL GV GATE VALVE REQUIREMENTS. HYD HYDRANT IE INVERT ELEVATION LF LINEAL FOOT LS LANDSCAPE DESIGN mi MECHANICAL JOINT N NORTH NTS NOT TO SCALE LEGAL DESCRIPTION:' LEGEND: LOTS 16 & 17 OF BLOCK 121 AS SHOWN ON THE PLAT OF THE CITY OF EDMONDS AS RECORDED IN VOLUME 2 OF PLATS, PAGE 39 IN SNOHOMISH COUNTY, WASHINGTON. -RD ROOF DRAIN ASPHALT PAVEMENT -FD- FOOT DRAIN ROME STORM DRAINAGE LINE (SD) CONCRETE PAVEMENT CONTROL: FIRE HYDRANT .0 'o .0'. 0 0 VERTICAL DATUM 0 0 0 0 00 0 0 0 000000 1111110- THRUST BLOCK 0 0 0 0 000 EXPOSED AGGREGATE CONCRETE PAVEMENT 0�0�0�0,0 0 ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM ELEVATION DATA VALVE PROVIDED BY THE CITY OF EDMONDS. SO FLOW LINE BEND FITTING AN AS -BUILT INVERT ELEVATION WAS ADOPTED FROM THE SANITARY SEWER MANHOLE LOCATED IN AT THE INTERSECTION OF DAYTON STREET AND 6TH CATCH BASIN TYPE 2 W1 GRATE INLET WATER METER AVENUE SOUTH. CATCH BASIN TYPE 2 W/ SOLID LID DOUBLE DETECTOR CHEC . K INVERT ELEVATION = 92.94 PER CITY OF EDMONDS AS BUILT RECORDS. VALVE ASSEMBLY CATCH BASIN TYPE I VER77CAL BASIS OF BEARING DA 77JU CLEANOUT CITY OF EDMONDS CENTERLINE OF DAYTON STREET AS SHOWN 0 THE PLAT OF CITY OF EDMONDS PATIO DRAIN AS RECORDED IN VOLUME 2 OF PLATS, PAGE 39 IN SNOHOMISH COUNTY, WASHINGTON. ACCEPTED RECORD BEARING BETWEEN FOUND MONUMENT IN CASE AND INTERSECTION OF DAYTON. 70 1�,K- 10 11--Y MAP viclim I SCALE: N.T.S. CIVIL S.)HEET LIST: CO.1 CIVIL DATA AND GENERAL NOTES CO.2 SITE PREPARATION AND EROSION CONTROL C1.1 PAVING AND GRADING PLAN C1.2 DRAINAGE AND UTILIITES C2.1 DETAILS C3.1 SITEWORK NOTES AND SPECIFICATIONS IMPERVIOUS SURFACES: EXISTING IMPERVIOUS SURFACE AREA 3,808.12 S.F. EXISTING PERVIOUS SURFACE AREA 2.7g 7 PROPOSED IMPERVIOUS SURFACE AREA -.679.17 S.F. PROPOSED PERVIOUS SURFACE AREA 1,932.98 S.F. NET INCREASE IMPERVIOUS SURFACE AREA = 871.05 S.F. A2 EARTHWORK QUANTITIES*: CUT (AND WASTE OFFSITE) 1,200 C.Y. FILL (IMPORT) 50 C.Y. * QUANTITIES ARE FOR PERMIT REVIEW ONLY - NOT FOR BIDDING PURPOSES. GRAPHIC SCALE ( IN FIRM ) I inch = 30 & I 40q'('� ddo , I,, w ge0 CALLAEFORE YOU M 1-800-424-5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES STREET FILE APPROVED FOR CONSTRUCTION City Engineer Date I MW ME z W cn > = Lj C) CL cn W m z LLJ Ld C> 0 C-) L) L') L) E E C.D 14, IIN C14 �zl -(z LLJ ul u� C3 -,:� -c:� ,,, r- to two to c c 0 c C-4 04 cc WE M Epp oil "MEN ME '11 1 IM in .0 10 ME AM Now Omni ME 0 0 Mu Now' MEN King Is own OEM on now,", W W P40 PT4 00 z 16 Sheet AO V& Aft AV -% ff 11 u a u V - NW Sheet I of 1 EROSION AND SEDIMENT CONTROL NOTES: a U0 27 Ho� nD 0 3 E09 MOM SM `�M 114� "ECo 24� 13 IF. 88.33 . ..... SO SID ---------- SID . ........ . ____0(PROTECT NEXT W w--- CINCE CORNER ------- - -- C . ATCH BASIN) rOUND RESAR & CAP - LS 917S 0.1- EASI kli 0_55' OF COPHER DRE flfDIRANT 13 t CA 120''At5Y Of TKNORTIlYkST CQPNER OF THIS PROPERTY At�',W; DAYTU4 STIlff'.1 FENCr CORNER 05 WEST Of L!NF 6 <A 4. 731 gp,7 I-OUNP PY NAti. At -if) WASKIR 0,27' CA9 AIMID 117' I'MR41 (OFTSIET PER C7, 4 ... ........ �n ?P-4YTON STREET N90-woo,F (e,g9s OF REARINGS1 6!59_42' 7 SS .19 9- Ca TYPE I p'. <:J4 lt r-Pj�,,)j5FCf fP.N0HMAFX NA01. AND 3' wAsim, srf IN rrp (yr fuRs '00-E 4. E'T 12" C.1 w __ --------------- ------ vq W -,w 92.94 -- 36, CON�f ER 'I w7 I , XD FENCE It! SET 5/8" REBAR WI ALUMINUM CAP —WIR.r F041'r Aro 1 TYP IT I rco, \261 713 0;;Il 0 0 Icn 7 0 V 06 WIPP, Fr cl END OF FB E . C3, of �F_?,4s_x C', 0 o Y V�EST__Cl 0 0 AV-tu, gs-r OF ImE, 7 0" 0 GAS VA�VE r(pjNO REBAR & CAP - M CAP B 9175 t?..39' FAST A 9. 5) �5- MR. Q. ASPHAtl All i`c*Qffl.; l0v CORNER (10i, I, . . Z 00CH BA'�!N RiM !02.02 / [3 C-3 Povif.R PORIE 11-POWIM POLE 66 CATCH 6ASiN 102. P,7 RIM - It' 159 F�HJNI)l MONUMENT IN CAS� MAPLE STREET (ALLEY) 11 c tj .4. 0.' V/ �_LEVATIbk- W2.00 LOT 16 N 1 6,601 S0� FT I.L; , 14 �b TYP Ul -�,' ", -4 I�L- ry N 2.: K, 0, 7. - 0, A R A OF. Z K !16% 0,2' -24' DECINOUS gy) Oil n� N TEMPORARY EROSION' CONTROL PLAN SCALE: 1"=20' SILT FENCE NTS SUPPORT NET WIRE MESH OR SUT FILM FABRIC _1 SEDIMENT CONTROL FABRIC MIRAFI IOOX, OR EQUAL COMPLETE W/ POSTS, PRE SEWN POST POCKETS, SUPPORT NETTING AND COUPLERS WHERE NEEDED BACKFILL 8"X12" TRENCH W/ 31e MINUS DRAIN ROCK Z O/P GRAPHIC SCALE ( IN FEET ) I inch = 20 & 2X2* WOOD POST WITH BEVELED TOPS, 5'-0" LONG, AND MAXIMUM 6' SPACING SUPPLEMENT FOR SHORTER SPACING AS NECESSARY SEDIMENT CONTROL FABRIC WIDTH 3' SUPPORT NETTING WIDTH 2'-0" so DEMOLITION NOTES: r,-,> REMOVE EXISTING BUILDING R,-�> REMOVE EXISTING ASPHALT PAVEMENT R�::> REMOVE EXISTING TREE SAWCUT EXISTING ASPHALT PAVEMENT SAWCUT EXISTING CONCRETE SIDEWALK (OR REMOVE TO NEAREST CONSTRUCTION JOINT) REMOVE EXISTING FENCE REMOVE EXISTING WATER METER (COORDINATE REQUIREMENTS WITH WATER DEPARTMENT) CAP EXISTING SEWER SERVICE LINE AT THE PROPERTY LINE. CALL CITY ENGINEER AT 425-771-0220, EXT. 1326 FOR AN INSPECTION. (NOTE: THE CALL -OUTS FOR DEMOLITION ITEMS ARE SHOWN HERE FOR PERMIT REVIEW AND APPROVAL AND NOT FOR BIDDING OR CONSTRUCTION. THE CONTRACTOR SHALL INSPECT THE SITE PRIOR TO BIDDING AND EVALUATE ALL ITEMS FOR REMOVAL AS REQUIRED TO COMPLETE THE WORK, NETHER OR NOT THEY ARE SHOWN HEREON.) SHEET NOTES: 1. REPLACE DAMAGED CURB/GUTTER AND SIDEWALK, WHETHER DAMAGED PRIOR TO OR DURING CONSTRUCTION, AT THE DIRECTION OF THE CITY INSPECTOR (PROVIDE FOR THIS IN BASE BID - PREBID STE INSPECTION REQUIRED). CONSTRUCTION NOTES: TEMPORARY SILT FENCE PER DETAIL 1/CO.2 TEMPORARY CONSTRUCTION ENTRANCE PER DETAIL 2/CO.2 TEMPORARY CATCH BASIN PROTECTION PER DETAIL 3/CO.2 PROTECT EXISTING TREE CALL BEFORE YOU DIG 1-800-424-5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES L UK$ t4 THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH VAIL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLID RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. 2 MIN. 4"x8m R=25' QUARRY T TEMPORARY CONSTRUCTION ENTRANCE 1) APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.) 2) THE IMPLEMENTATION OFF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT. AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3) THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CIFARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANTASC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4) THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 5) THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.). 6) THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANTASC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCT. 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPT. 30). 7) ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8) ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 9) THE ESC FACILITIES�ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. 10) AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11) STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12) ANY PERMANENT RETENTION/DIETENTION FACILITY USED AS A TEMPORARY SETTUNG BASIN SHALL BE MODIFIED NTH THE NECESSARY EROSION CONTROL MEASURES AND SHAH PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 13) WERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 14) PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY MICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY INSPECTOR. THE CITY INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES. 15) DEWATERING CONSTRUCTION SITES. DEWATERING SYSTEMS SHALL DISCHARGE INTO A SEDIMENT TRAP OR SEDIMENT POND. 16) 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) FINANCIAL LIABILITY. PERFORMANCE BONDING, OR OTHER APPROPRIATE FINANCIAL INSTRUMENTS, SHALL BE REwt FOR ALL PROJECTS TO ENSURE COMPLIANCE NTH APPROVED EROSION AND SEDIMENT CONTROL PLAN CONSTRUUTION SEQUERCE: RECOMMENDED CONSTRUCTION SEQUENCE PRIOR TO ALL WORK, CALL CITY ENGINNERING INSPECTION LINE AT 425-771-0220, EXT. 1326 24 HOURS IN ADVANCE TO SETUP INSPECTION. 1) PRE -CONSTRUCTION MEETING. 2) FLAG OR FENCE CLEARING LIMITS. 3) POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. 4) INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5) GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6) INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7) CONSTRUCT SEDIMENT PONDS AND TRAPS. 8) GRADE AND STABILIZE CONSTRUCTION ROADS. 9) CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF EDMONDS STANDARDS AND MANUFACTURIER'S RECOMMENDATIONS. 11) RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE KING COUNTY EROSION AND SEDIMENT CONTROL STANDARDS. 12) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13) STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14) SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15) UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABIUZED AND BMPS REMOVED IF APPROPRIATE. ^0 A Tr NOTE:- INSERT SHALL BE OFOSS STREAM GUARD OIL AND GREASE INSERr OR APPROVED EQUAL OIL SORBENT FILTER PACK GEOTEXTILE FABRIC SEDIMENT STORAGE FILTER FABRIC PROTEC-flON TEMP. CB/INLET PROTECTION Z 0 LJ ce. w w u z C-) = 1.1 CD cc w CD < C-4 04 La 00 r- <111 LO= C141 c p kiW 2 son so NER 1101 MEN, no mmm_ on, so IM-11 is Ilman 0 IS Run MOM Inn 0 m 0 0 INS son BMW INSURES _111" " 111 immommimm, NMI, w w P40 0 z W N.T.S. SEPT. 20, 2002 Job Numb*r 237—WAN APPROVED FOR Sheet CONSTRUCTION c, U1,11H)ING, LLPI City Engineer 0 4Dt �e Sheet of CONSTRUCTION NOTES: � /M F* I .... . . . ..... 91.66), 8,, 8 � 2`111" c-D CD A 6e- j J . ..... ------- sf D st) 0 . ....... SD . . . . . . . . . . A YTO-7V. STH-Elp T !,,,19 0.�( C B j C"k, 1 0 r2, JO EA f (7, I M --P -'�'&T BEMCHMARK PK NAIL. AND FOW-4) !vl()l! lF, �t SE" I N T OF 0 R B N 9 0 ),,f`JV0 0 E 5 9.'\9 4 f-LEVATION 0,T4,3 F-' I \6t± FE1,4CE. C i-<NLN--*\ z 1. U -.1-cT.1-1 i I � "V ... ... . ....... V W 71-T, W )Z� 3 7.50 & C'AP I-S FOUND RE 2 �66 1 -7 r. 74'9 5 " -�' R 0,41 INCRT" 9 J 0, 1 '5 IF -A S T 0.3 F'ENC.E R N E X SOUT11-11 OF' MIRNEF -� : , " . . . . �, ... I WE ST 0 -0 0 U!!-O u 0 u L) u -77,17K M-77 00" ;06c)o 0 A 0 Q ou (,0u.0 0 17 U0,00uo 0 )a a 0 -.:5 000000 OU000 �0 O� 0 U0 000 00" '00 0 0, 1) 0 00000.9 b ?-b- 2E2� �-Q-&a6D� �F-000-,P24,-O�l 00, 00 00 0 00" 3 0 --W("0D FENICE `---WlRl-` F'E N E 000.(( 0 9 -4- NOTE A FIRl-'.* I S 0 C A T E 9' '6' 4 U '4.,-000 .'0'00'00'0'00' 60 0�', - WE - A .00 0 0000gogog k, 0 000 'OW 9 120' VVEST OF '[1-1 NORTHWEST 0.. "u 0 [) o' 0,0 000 Oq 0 REBAR WITH .-A 01 o -- o ;�,Oo o0o �to 0 0 P 0'r 051).;0 -bd' 0 o o o 7� Oo o ck`p: 4. o i p R 0 11 E RTY A 0 N G 1 0 0,00ou 0 Al-UMINUld AP 0u00u00u000 -0c '�)0'00 0 'jo 1 '000,00,-0,0.,-0-00- 6 u 0 OU l0j 0 0 0AYTU'l 0 D A L) 11RE I EN" 0* oug, 1/ 0 0.0. 0 0,0JOU0 .0,c� '0 u uou X 0, an p 19.- if I a ca LL z 0 0 -1. 0 0 e., 7, r -1 60 '77 x 77 9. 2 T -49 7 X OF FENCE 1 2' 7 VVE"")'T OF' LINE F'E; C E 0. 1" R r 0, 5' WES, OF' UNE c 4 4, 0 -1 T)OR HA14DRAILS PER -A ALONG ALL RAM �0( 2 'A O�' C) c) o EXCEEDING 5% c TOW 11 0 1 ST FLOOR 104.50 BASEMENT.= 94.60 8.,AL_ 8.5 rl 0 j J-- M W 'T Ln 60 6; f5,A) 1 r c6 W AR 1, 101. 6 Im .58' 0 0 0 0 Tow 101.80 2 0 9.10 V) 9 x 0 c v z -/.,Zz 7 02,.7 0 -I' . I Q1106 AI I W. - - 1 3" "Alul FJLLF-,V 0 FIELD CHECK WHEEL ST F1 c6 85.00 LOCATIONS (SEE SHEET 0-) z E v NOTE,' A' UA pl-p*mn, C 9. 7 0' w E�E .Lg.!AN OlW R- A CH. 3 TOP OF SLAB " I VA,66W D END 0FGRl-l.-Fjcr-- 0 '/2 '-vVE S 1- 0 F L 1 N E GAS VAL.VE-------/' I U.")W) Rd-AAR ('-',AP - t-S Q 17�5 0, 3,9' E. AST & 0 P N E R 0A, NORfll OF 0 11 ASPHALT PAVEMENT PER CITY OF EDMONDS REQUIREMENTS AND DETAIL 7/C2.1 CONCRETE SIDEWALK PER CITY OF EDMONDS REQUIREMENTS AND DETAIL 8/C2.1 CONCRETE DRIVEWAY APPROACH PER CITY OF EDMONDS REQUIREMENTS AND DETAIL 6/C2.1 MATCH EXISTING GRADE ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY, INCLUDING BUT NOT LIMITED TO: SAWCUTTING, PAVEMENT REMOVAL, TRENCHING, BEDDING, PIPE, BACKFILL, PAVEMENT RESTORATION AND TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH CITY OF EDMONDS STANDARDS. ALL TRENCH BACKFILL IN PUBLIC RIGHT-OF-WAY SHALL BE CONTROLLED DENSITY FILL (CDF) - 2 SACK MIX PER CITY STD. DETAIL G) CONCRETE RETAINING WALL (TOE WALL) PER DETAIL ll/C2.1 CONCRETE RETAINING WALL (HEEL WALL) PER STRUCTURAL (>= 4' HIGH) EXPOSED AGGREGATE CONCRETE PAVEMENT PER DETAIL 12/C2.1 A PRECAST CONCRETE WHEEL STOP PER DETAIL 14/C2.1 2" ASPHALT CLASS "B" OVERLAY ROCKERY WALL PER DETAIL 13/C2.1 BOLLARD PROTECTION PER DETAIL 15/C2.1 SHEETNOTES: FOR A LARGE SIZE SEDAN/WAGON, AND A REGULAR SIZE VAN. ................................. R W -lST . . . . . . . . . . . . . . . . . . . . . . . . . . . . FLOOR FF 7' MIN. COORD. 104.50 W/ ARCH. EXISTING GRADE 100;1 .. . . . . . . . . . . . . . . . . . . . . . . . . . . 8SMNT--- FF .7.4% C Ell- DRAN HANN . . . . . . . . . . . . . . 'PER DE.T., 9/C�.l . . . . . . . DATUM ELEV 85.00 ATO MUS, "- 0i I I SCALE: 1"=10' ............ ...................................................... . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . 15' . . . . . . . ... . . . . . . ... . . . . . .. . . . . . . ... . . . . . . ... . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . ... . . . . . . . . . . . . . . SAWCUTA IST FLOOR FF 104.50 ,--EXISTING GRADE 100: . . . . . ... . . . . . . ... . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . OVE�LAY- 'NEW:PAVEWMT' J BSMNT FF 94.60 . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FOUND Rl CIA'S'E' SCALE: 1"=10' RA",� A RIM 10 9 I* p r Vii E R A i44-lt 1 1 NM -%A I I G DUMPSTER ENCLOSURE xAl" 01 0 IF' F N l(.1 f s WEST OF UNE -3 04 51 5/8" REBAR WITHI "'.1" T XLLGY FULL W! H T 3 ....... REA (OVOLkYA EN' --'4,5 0 FOR REMOVAL) 5 SH WN H � F MEJ 9'5 6 � 5 3 " W MA-l`--llL.E STR-EZT N 6 5 (D,', (ALLvE-J7 Y) GRAPHIC SCALE ( IN FEET ) I Inch = 10 ft. C) 00 CD C) cn 4 -i C-4 C4 6 cn CD 0 CD CD C6 ui C" cn 111%"Ill A I & I SITE SECTION N-S SCALE: 1"=10' B 1+00 r 1 ST FLOOR FF 104.50' . . . ... . . . . . . . . . . . 100' BSMNT FF 94.60 XISTING GRADE ;E . . . . . ... . . . . . . ... . . ... . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . DATUM ELEV 85.00 n C" a) q Oq C14 CD C) CD 0+00 SITE SECTION E-W SCALE: 1"=10' 0+50 H!X) 1[ IK;:,� b APPROVEDFOR CONSTRUCTION �)J� City Engineer Date z 0 cn W CL Ix cn � C n- CP P W W W 1.1 cn cn W W 0 0 W 0 z N c*4 C) ul 11 jtlol� 1�401-4 < m W r�% CD '0 mcm MR 123111011F. 2 0 'LLs-el on 01 mom" son 0 511111", mom" umm son mmm mom Imummont", on W W 0 z W 00 SEPT. 20, 2002 ISheet of I_ 0 CONSTRUCTION NOTES. 0 0 to 0 iL m - . _.. 7 � ' ; .' 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I , �, - �, I j; i �- - J I � , A -, 1% - _ -,) Cr ,_.� ,_,� w ff __l f ILIl1 //1 N - _� CALL BEFORE YOU DIG 1-800-424-5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES �l - - - - � .-A , j'. -- c.., - -,I 1 !� '-A- "), ., , , _ I_; , -1 i (A T , L PE-117 Y) GRAPHIC SCALE , , ", , '' , _ � , ", "I', ,� 4 , , 1'1�1111' � , "' ", , -,""I'll"', �_ � " " `1`1',�',"l "N""."ll " , 11 ,� " `,',,","",",",,, ll""I",""��,,=,,,"",",�""","",��""�"""', " �l 1!`!1�1'1 ?"', 'I'l""I'll"",,"��"1""""",""""ll","'I 'I'l""Il",�""I'll",,�"I'l"�'I l,�ll""I'�'�Ill",",",�'ll'�""Il:,'I'll",","�"", "'I'll'i'll""ll 611 'k i =,� I I 1�1 ;,,,,�,,_�,,, ___ __ ,;:_ , __, M",�'ll""I'�,,�"Mll",'�'I'll""I"-,�""Ml�,,��'I'll""",�,'ll",�ll,�,%,�,,/,,,/,"""";"",,,,,,,,,', ��,,,,,,,,,�,,,,,,,"��,,,,'e,,"�""�,,�,,:�,,�,'�:�""","�:,�'l"�', """, ", ", - I � �, .... ..... . m - __�Il (D CHANNEL DRAIN PER DETAIL 9/C2.1 @ 6" 0 STORM DRAIN LEADER (SD) 0 4" 0 PERFORATED FOUNDATION DRAIN (FD) EXCEPT SOLID WALL FOR EXTENSION TO CB. 0 6" 0 TIGHT LINE ROOF DRAIN (RD) 0 Cl FANOUT PER DETAIL 6/C2.1 @ DOMES11C WATER SERVICE AND METER PER CITY STD. - ASSUMED TO BE l-)r - TO BE CONFIRMED BY THE DESIGN/BUILD PLUMBING-MECH. CONTRACTOR & (SEE SHT NOTE 5) 0 FIRE SPRINKLER WATER SERVICE AND DDCVA IN VAULT PER CITY STD. (ASSUMED 4ms' TO BE CONFIRMED BY THE DESIGN/BUILD FIRE SPRINKLER CONTRACTOR, 4 SEE SHT NOTE 4). VAULT TO BE "UTILITY VAULT 5106-LAn AS CONFIRMED BY THE CITY OF EDMONDS FOR A 4" FIRE WATER SERVICE.A A (�) BUILD NEW CB TYPE 2 OVER EXISTING SD LINE 0 CONNECT NEW SANITARY SEWER BLDG. CONNECTION TO EXISTING 10" SS WITH CITY APPROVED "INSERTA TEE- (SEE SHEET NOTE 1) SWATER SERVICE TAPS PER CITY STANDARDS . 0) 30" 0 DETEN11ON PIPE CMP OR N-12ADS PER CITY OF EDMONDS REQUIREMENTS AND PROFILE THIS SHEET . e POST INDICATOR VALVE (PIV) - LINE SIZE PER SPRINLKLER DESIGNER. @ FIRE DEPARTMENT CONNECTION (FDC) - PER SPRINKLER DESIGNER. MECHANICAL SAHLL ROUTE THE FDC PIPE FROM THE SPRINKLER RISER ROOM TO THEA WALL MOUNT FDC (WHERE SHOWN) WITH ABOVE SLAB, WALL OR CEILING HUNG PIPE. aSANITARY SEWER CLEANOUT ON PUBLIC SIDE OF PROPERTY LINE PER DETAIL 6/C2.1 EXCEPT WITH LOCKING "LAMPHOLE" D. & 6 ECTING PA110 DRAINS TO STORM DETENTION SYSTEM. iNSTALL,.MTH 0.010 ft/ft PIPE SLOPE. & * SHEET NOTES. 1. THE EXISTING SANITARY SEWER MAIN AND STORM DRAIN PIPE HAVE BEEN FIELD LOCATED AT ADJACENT STRUCTURES (MH/CB) TO EAST AND WEST. ELEVATIONS FOR CONNECTIONS HAVE BEEN CALCULATED FROM THIS DATA ASSUMING A STRAIGHT PIPE SLOPE. THE HORIZONTAL LOCATION OF THE EXISTING WATERMAN HAS BEN FIELD LOCATED IN SIMILAR FASHION, HOWEVER THE VERTICAL INFORMATION FOUND IN THE FIELD VARIED BY UP TO 2.5'. AS A RESULT, THERE REMAINS A POTENTIAL FOR CONFLICT A AT PIPE CROSSINGS. CONTRACTOR SHALL FIELD VERIFY THE DEPTH OF THE EXIS11NG WATERMAN AT CROSSINGS PRIOR TO CONSTRUCTING STORM OR SANITARY SEWER SYSTEMS. NOTIFY TEC (CIVIL ENGINEER) IN THE EVENT OF CONFLICT. 2. PATIO DRAINS SHALL BE 4" 0 SATIN BRASS, "NDS" 9109B (SEE DETAIL 10/C2.1) OR APPROVED EQUAL (UNLESS OTHERWISE SPECIFIED BY ARCH.) 3. STORM DRAIN DETENTION SHALL BE PER CITY OF EDMONDS "DRAINAGE SYSTEM STANDARDS" HANDOUT. . 4. FIRE SERVICE CONNECTION WILL BE SIZED BY THE DESIGN/BUILD FIRE SPRINKLER DESIGNER (THIS DRAWING CONSERVATIVELY ASSUMES 4"0). THE CITY REQUIREMENTS CHANGE FOR 2"0 AND SMALLER. CONTRACTOR SHALL COORDINATE. ALL 4" FIRE SERVICE PIPE SHALLL BE DUCTILE IRON, CL 50, PER AWWA C151, AND SHALL BE INSTALLED A WITH 3' MINIMUM COVER.. A4 5. DOMESTIC WATER SERVICE WILL BE SIZED BY THE DESIGN/BUILD PLUMBING -MECHANICAL CONTRACTOR. THIS DRAWING ASSUMES l-)ro - CONTRACTOR SHALL NOTE THAT CITY REQUIREMENTS FOR 2"0 INCLUDE A 12"xl2"X2" TEE AT THE MAIN AND A 2" RESILIENT SEATED GATE VALVE PLUS A REVISED VALVLE LAYOUT IN COORDINATION WITH THE FIRE SPRINKLER SERVICE TAP. . A4 . ___ 6. FOR ALL UTILITY TRENCHES IN THE PUBLIC RIGHT-OF-WAY, CONTROLLED DENSITY FILL (CDF), 2 SACK MIX, SHALL BE USED AS BACKFILL OVER THE PIPE ZONE, UP TO THE BOTTOM OF THE EXISTING PAVEMENT OR 3" BELOW FINISH GRADE, WHICH EVE-0-11S-LOWEST. A4 �_,_ ............................................................... . . . . . . . . . . . . . . 1. . . . . I . . . - . . . . . . . . . . . . . . . . a . . . . . . . 1-40 . . . . . I 1.0 c; 1=1 00 . ,, =) . 0 ,--,I=:, : . . . C14 . =3 0 . . . . . . . . . . . : . . . . . . . : . . . . . . . : . . . . . . . : . . . 1. c� . = E3 . . . . . :100 . C:) � --., . . . . C'4 M - . 6 . 1--�,� . U.1 1 C, c, c) . . . . n C) rn to . * LAJ =1 - to ".) �__---_�,_,c,,>_p;, *_:,.,_.:_,. ___ t /,,'- 8 0 OUTLET . - . -4: A * . � c5g 0! m (" . - CONTRPL- - - -, _-, __-_ __ 1._ _.__,..__'___.__.__ ___.- * (n n - , I m j�g I— � 11c- M_ cp_ .--,-- -, C-5 .= uj W - . . M 3i�.:!E LIJ LAJ -f f . . . C.> ce_ - - I . .. . . t 6" MIN. CLEARENCE MEASURED I . / I . - . . . - FROM TOP OF CONC. BOX t . . i - I . . . I . 1._____� I. . . 1. t OR RISER � I z . I . . 1. MIN I . . . . . - t . i I - I . I i . . . I A � . & 25 LF 30" 0 DET PIPE 0 0.005ft/ft . . � . f . . . . __ . . . t . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. a . [ . f * , f - - - '. * * * I I * I . . . : . . . . . . . . t 90 . f . . . . I . . . . t . I . . . � � . . � . f . . . . 9, kti� - -111, . . . . t � I F , N i , I . . . . I N-, . DATUM =17 - '*'--ORInCE 3C 0 85.00 . " r*.: - 14- co fl- (" m rl: I . � m I . - � . � I I - I DET. PIPE PROFILE 0+00 I SCALE: 1"=5' 1 MARKED "DRAIN" WITH LOCKING BOLTS. I __ RIM-95. - . 17 = i Cl EANOUT GATE. '_ -.; -4 -- '.. -, - .- MA4 T .. t �.,-' - . .__ - . . .. , . - .. - - . " A - 6 MIN --- - i OVERFLOW ELEV. 93.93 X. .'1_1 is - . . . A . f .. - - I . _'� �N . .. .. I INLET PIPE- - I . il I OUTLET PIPE I I - .. -1, - A IE 91.30 .1. .:. - , i . . IE 91.30 A ._.11; - - . _. - - ____-- PIPE SUPPORT(S): - . , � . I . 8" 0 RISER PIPE .. __ . .- . . . * _ . . . �: 0) __ 30 X .090" POLYPROPYLENE ': '. -.. ,.: - - ". i: .t"_: �,�_ ... . .. -.. .:_,� STEPS OR LADDER. _i.. A . . . - - . RESTRICTOR PLATE WITH 3C DRILLED ORIFICE FLOW CONTROL STRUCTURE NOTE: 'ALL DIMENSIONS AND SHALL BE CB TYPE-2, 54- 0 MATERIAL SPECIFICATIONS NOT PER WSDOT/APWA STD PLAN SHOWN HERE SHALL BE PER STD B-3 (APPURTENANCES NOT PLAN SHOWN FOR CLARITY) PLAN RECEIVED JAN 1 9 2005 I --I : : �! i 3: C) Z 0 m z W * 5: :z n z Ld cr. 0 < 5 LLJ Q = m M m m m !-> 0 0 8 0 U >_ C-) >_ U >_ U LLI M = LLJ U z W z LLI I I I < < Ln. '. 4z CD Z�. L'i r�l c%4 I t__ ��, `--l- --, 1-1 C<l -I- I <j< <1 < 1 C-4 4z �_ � I- �� CL ce- co 1 1 I 6 to ... .. . . A S . . , . . <1 , . . . I co . . . Go . CD *. 0 * : �.-V*g I ; IwAvft - . . . - - I 11- I , , ,'� .. .... "I 1 MENNEN M Empli on " Mu I ME on Ad to No", 111"', M 11 ME 11 oi M" IN I MEN I I I ME, , 1, i � , m 11 i I I � ; , mmi son 111-Imm"o, mom I 1 I I I -M " , Imll " ... 'In' ll � I m ME Ji- wommil" I'� , � z =) � z (L in w � 5 g () 113 tu- z w .< fE � 0) z I 0 �- 9 A< a 0 i I 0 w k ��4 Is" , =0 " 0 I I IT, w I A o (.� c A C-4 cm ; -a OD 00 F;r Is & 4 A .1 -5 N * , .0 r :5 9 't 0 _.C� w u �2 ,6 . 0 �:E 4 10 c Rm -a Rx J� - ,.R 1pla SEPT. 20, 2002 Sheet - kou4so'4'r"l a 2 0 N SCALE: 1"=10' ( IN FEET ) I inch = 10 M F.0 STRUCTURE SCALE: 1"=3' City Engineer - Date I I Sheet . of . IF 88, "3 ........... . ..... q—, . . .. ...... SD 1 - 12"xl 2*x4" TEE (FL) %11%Wlvll 2 - 12" RESLIENT GATE VALE (FLxMJ) (%*SEE- 1 - 40 RESILIENT GATE VALVE (FLxMJ) 2 - 12-,pl,,--�P0OI;-.,T9 FITA PLr_lx U ( _ ) - (SEE SHTJ NOTE RNER Vv, O.b E.Asr 5 00. FRIIND Rl"BAF, (!,t CAP I-S 91755 0.113' ILAS—l' &. 0. -ip2 TYPE 1 RIM 95.50 SOU'rH OF U.)RNIER IE-92.00_(6n, IE 91.90 Rou 77,79 771 51141 A FI'Rf.*.'.' I'S' 12`0' W[..S_l OF' 1-111E NIORT11 WE f 1 11 1 J C0RI\lEll'-," OF, THIS F)l"OPERTY A' ONG. [,"AYI-ON STRIEE'll, (D A F'EN('.'E ("'ORNER 0 5 ' VVE I I NE vo� A < C 0 1, q C R\ E J r WIRE FENCL OF FENCE 0, 2' 'VVESIF CN' LINE' ("'A�'S "OUK REBAF� f..\pr 1 ( 017 �5 0,39 LS L.AST 0 � 0' 7' 11OR'll-I (.0" 0 F)� N f-'R CAP"/1-1 A 1 N R I M __-_: 10 �-5. ,--) 9 K)UND MONIUMD-11' IN CASJ'_'_' DRAINAGE ArND UTILITIES PLANI SCALE: 1"=10' C13 TYPE 2-48- W1 SOLID LID (BUILD OVER EXISTING LINE) RIM 95.00 (MATCH EXIST.) A IE 90.86 (CALC'd EXIST.) IE (8-, S) 91.05 (MATCH EXIST. SPRING LINES) .. . ....... !Y 6 �5 19 J.- P R 0,j[_:. ("J "K NAIL. AND '3" WA'_"'HER SEJ IN FrOf.) OF CURB J/11EVATION = 97..4,3 sT. WAI.-TERMAIN DEPTH UCTION OF,f!ROPA$E� I _. - w 'AN16-MRM DRA I CHECK FOR CONFLICT. 5 0 9 7.8 9 p 0& �-�) 3/ N `F ORNE 7— FIE. �l IER 0 4' I 2' WES T REBAI`� WITI-i At-11flVIINUtvi ("AP ENCE IC - W/ ,CB TYPE 2-48 P)SOLID LID uuu uu :'_�MIM95.1 �O�� IE 93.93 (S) A IE 91.43 (30', E) 1 \J `E ()F" FEN(, WEST OF t-INIE 0 Lo 0 0 0 0 GA R A G J INSIDE 01 j ,,�.24-" DEC10M.,16 I'F�EE ').3 G ,7 A R A' E "ON 1_1NE 2 [7 A_ D OF F"*.*.NCF- _ST (.')F' I.-INE 0 1' /8" FTBAR VVIl"ll AILUMINUM (.lAP �04,� 55 P 0 VVI R P 0 L. tE E 8 95 6 "j,`5 " W MAT)L-E STRF! /E/-l- _J7T — --------- ------- -- S \_o� �9 CALL BEFORE YOU DIG 1-800-424-5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES (ALLEY) GRAPHIC SCALE 0 5 10 20 ( IN FEET ) I Inch = 10 ft. 'j"ONSTRUCTION N TES: CHANNEL DRAIN PER DETAIL 9/C2.1 6" 0 STORM DRAIN LEADER (SD) 4" 0 PERFORATED FOUNDATION DRAIN (FD) EXCEPT SOLID WALL FOR EXTENSION TO CB. 6" 0 TIGHT LINE ROOF DRAIN (RD) CLEANOUT PER DETAIL 6/C2.1 DOMESTIC WATER SERVICE AND METER PER CITY STD. - ASSUMED TO BE l-)f - TO BE CONFIRMED BY THE DESIGN/BUILD PLUM ING-MECH. CONTRACTORA (SEESHTNOTE 5) . 8 4 FIRE SPRINKLER WATER SERVICE AND DDCVA PER CITY STD. - ASSUMED TO BE 4" - TO BE CONFIRMED BY THE DESIGN/BUILD FIRE SPRINKLER CONTRACTOR (SEE SHT NOTE 4) A4 BUILD NEW CB TYPE 2 OVER EXISTING SD LINE CONNECT NEW SANITARY SEWER BLDG. CONNECTION TO EXISTING 10" SS WITH CITY APPROVED "INSERTA TEE" (SEE SHEET NOTE 1) SWATER SERVICE TAPS PER CITY STANDARDS a30" 0 DETENTION PIPE CMP OR N-12ADS PER CITY OF EDMONDS REQUIREMENTS AND PROFILE THIS SHEET @ POST INDICATOR VALVE (PIV) - LINE SIZE PER SPRINLKLER DESIGNER. FIRE DEPARTMENT CONNECTION (FDC) - PER SPRINKLER DESIGNER. MECHANICAL SAHLL ROUTE THE FDC PIPE FROM THE SPRINKLER RISER ROOM TO THEA WALL MOUNT FDC (WHERE SHOWN) WITH ABOVE SLAB, WALL OR CEILING HUNG PIPE. SANITARY SEWER CLEANOUT ON PUBLIC SIDE OF PROPERTY LINE PER DETAIL 6/C2.1 EXCEPT WITH LOCKING -LAMPHOLE- COVER PER CITY STANDARD. A4 4" PVC DRAIN LINE CONNECTING PATIO DRAINS TO STORM DETENTION SYSTEM. INSTALL WITH 0.010 ft/ft PIPE SLOPE. A4 SHEET NOTES: 1. THE EXISTING SANITARY SEWER MAIN AND STORM DRAIN PIPE HAVE BEEN FIELD LOCATED AT ADJACENT STRUCTURES (MH/CB) TO EAST AND WEST. ELEVATIONS FOR CONNECTIONS HAVE BEEN CALCULATED FROM THIS DATA ASSUMING A STRAIGHT PIPE SLOPE. THE HORIZONTAL LOCATION OF THE EXISTING WATERMAIN HAS BEEN FIELD LOCATED IN SIMILAR FASHION, HOWEVER THE VERTICAL INFORMATION FOUND IN THE FIELD VARIED BY UP TO 2.5'. AS A RESULT, THERE REMAINS A POTENTIAL FOR CONFLICT A AT PIPE CROSSINGS. CONTRACTOR SHALL FIELD VERIFY THE DEPTH OF THE EXISTING WATERMAIN AT CROSSINGS PRIOR TO CONSTRUCTING STORM OR SANITARY SEWER SYSTEMS. NOTIFY TEC (CIVIL ENGINEER) IN THE EVENT OF CONFLICT. 2. PA110 DRAINS SHALL BE 4" 0 SATIN BRASS, -NDS- 91098. (SEE DETAIL 10/02.11) OR APPROVED EQUAL .(UNLESS OTHERWISE SPECIFIED BY ARCH.) 3. STORM DRAIN DETENTION SHALL BE PER CITY OF EDMONDS "DRAINAGE SYSTEM STANDARDS" HANDOUT. 4. FIRE SERVICE CONNECTION WILL BE SIZED BY THE DESIGN/BUILD FIRE SPRINKLER DESIGNER (THIS DRAWING CONSERVATIVELY ASSUMES 4-0). THE CITY REQUIREMENTS CHANGE FOR 2"0 AND SMALLER. CONTRACTOR SHALL COORDINATE. ALL 4" FIRE SERVICE PIPE SHALLL BE DUCTILE IRON, CL 50, PER AWWA C151, AND SHALL BE INSTALLED A WITH 3' MINIMUM COVER.. A4 5. DOMESTIC WATER SERVICE WILL BE SIZED BY THE DESIGN/BUILD PLUMBING -MECHANICAL CONTRACTOR. THIS DRAWING ASSUMES l-)rO - CONTRACTOR SHALL NOTE THAT CITY REQUIREMENTS FOR 2"0 INCLUDE A 12"xl2"X2m TEE AT THE MAIN AND A 2" RESILIENT SEATED GATE VALVE PLUS A REVISED VALVLE LAYOUT IN COORDINATION WITH THE FIRE SPRINKLER SERVICE TAP. & 6. FOR ALL UTILITY TRENCHES IN THE PUBLIC RIGHT-OF-WAY, CONTROLLED DE—NSITY-FILL (CDF), 2 SACK MIX, SHALL BE USED AS BACKFILL OVER THE PIPE ZONE, UP To THE BOTTOM OF THE EXISTING PAVEMENT OR 30 BELOW FINISH GRADE, WHICH EVER IS LO-kST. 4 A 7- IRKIC-ATIOW :5Y:5-re_tA 0P_,5l6%Wr5'Y' �A,005rApis' C_z;ql*KAr_j%5p_: '514AL[- BE 0Er=I&f4r-,D AtJo c4H-5TP_LJC�7sP IW WITH C11-Y 5Tz%.Wt5Ap_05. ..... :100 cg', n C� CD LLJ = ui 8" 0 OUTLET A otd 0! -t -CONTRPL— u5c" V) , ;�m m LU UJ m 6" MIN. CLEARENCE MEASURED FROM TOP OF CONC. BOX - - - - - - - OR RISER MIN _LMIN A 25 LF 31f 0 DET PIPE 0 0.005ft/ft . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . qu 9, kff DATUM ELEV '��ORIFICE 3C 0 85.00 cl! C" Cn DET., PIPE PROFILE 0+00 SCALE: 1"=5' ROUND SOLID COVER MARKED nDRAIN' WITH LOCKING BOLTS. A4 RIM 95.93 CLEANOUT GATE: A4 SHEAR GATE. C-4 6 MI OVERFLOW ELEV. 93.93 MIN INLET PIPE - OUTLET PIPE1 i193 w A IE 91.30 IE 91.30 A PIPE SUPPORT(S): 8" 0 RISER PIPE . . ........... . . . . CD POLYPROPYLENE 3* X .090" RESTRICTOR PLATE WITH v STEPS OR LADDER. DRILLED ORIFICE FLOW CONTROL STRUCTURE NOTE: ALL DIMENSIONS AND SHALL BE CB TYPE-2, 54- 0 MATERIAL SPECIFICATIONS NOT PER WSDOT/APWA STD PLAN SHOWN HERE SHALL BE PER STD B-3 (APPURTENANCES NOT PLAN SHOWN FOR CLARITY) F.0 STRUCTURE SCALE: V=3' APPROVED FOR C., V CONSTRUCTION ns� City Engineer Date _j W B:: Bc C) z 0 w U) z LLj M V) M W m V) M LLJ m m 0 m 0 m u z L'i U z LLj u z W C) C', L0 C'j La Z L 0 CINI 16- a - to C .0 C IN No. 5 on IN 111 mom 11 ON no no" on ME low on mm, w, ONE Sol no - z Co w Q w z 0 .0 tA 0 w 90 0 WZ Sheet lomftk� Sheet of 23 22-1/4" TYPICAL SLOPE 1: 12 20" METAL FRAME MIN. ___x AND GRATE ADJUSTMENT RING (TYP) .0 12" RISER SECTION (TYP) ji 7 M 12" ;1 INLET PIPE SUMP CAPACITY' 5 CU. FT. 26" 4 _3 4" ELEVATION CATCH BASIN TYPE 1 SCALE: N.T.S. u") r- El 11 1 34" NOTE: PRECAST CB TYPE 1 SHALL BE PER WSDOT/APWA STD. PLAN B-1, AND IS SHOWN HERE FOR REFERENCE ONLY - STD. PLAN SHALL CONTROL TYPICAL 2 -low a = METAL FRAME SLOPE 1: 12 M X AND GRATE I 00 2'-0- PRECAST CONCRETE X A A POLYPROPYLENE sTEPSAADDER E::= C-4 skimp . . . . . . . PLAN CAPACITY 25 CU. FT. M . OUTLET 2 4- 04 PIPE NOTE' PRECAST CB TYPE 2 SHALL BE PER WSDOT/APWA I STD. PLAN B-le, AND IS VARIES SHOWN HERE FOR REFERENCE 48", 54", 60", ONLY - STD. PLAN SHALL 72" or 96" CONTROL SECTION—A--L CATCH BASIN TYPE 2 SCALE: N.T.S. n 1p 6" _111111 I F1 I-M I I =111=111 SEC11ON B PF=VFR.qF SLOPE CONCRETE DRIVEW v %_ . —_ --- - SCALE: N.T.S. `- BRASS INLET GRATE, 4`0 (SATIN FINISH) BRASS INLET GRATE, 4-0 PVC COLLAR NOTE: PA110 DRAINS SHALL BE "NDS" 910B OR APPROVED EQUAL TYPICAL PATIO DRAIN SCALE: N.T.S. 10 ASPHALT CLASS B TYPICAL TYPICAL NON -PAVED AREAS PAVED AREAS FIN SH GRADE MATCH SURFACE TO SURROUNDING FINISH SUW E. SHORING BY CONTRACTOR DESIGN ir- cy M ui cn U -cc cn M CL ui n 3: 9 U cj f ACTUAL SIDE 0 0 0 1 SLOPE BY 0 0 - 0 0 0 0 c CONTRACTOR '0' 0 0.. 2 cc 0 M1 0 _0 - 0 0 12" MAX 6" MIN., TREhCH WIDTH (TYP CAL) NOTE: I AS REQUIRED 1. CONTRACTOR SHALL MEET OSHA SAFETY STANDARDS FOR TRENCHING INCLUDING STABLE SIDE SLOPE AIID/OR SHORING REQUIREMENTS. LL IN ALL AREAS UNDER PAVEMENT 2. BACKFILL WITH STRUCTURAL F1 AX. DRY DENSITY. VEHICLE AREAS, AND STRUCTURES. COMPACT TO 95% M TYPICAL PIPE TRENCH N.T.S. FINISH GRADE AT PAVEMENT EDGE 0 0 0 —o- 0 0;0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TE CRUSHED AGGREGA BASE COURSE COMPACTED SUBGRADE ECTION ASPHALT PAVEMENT S SCALE: N.T.S. AY APPROACH CONT. REVE VARIES MIN. TW ELEV. 314" CHAMFER BAR A BAR 8 MIRADRAIN GlOON WALL DRAIN SYSTEM (OR (BW ELEV-) 47: APPROVED EQUAL) 2" WEEP HOLES 0 BAR c_\ C4 8'-O"O.C. 4 to nj BAR Bf CANTILEVER RETAJNING WALL SCHEDULE Hw TW Tf Bf — —_ Bar *A7 Bar 'B" Bar "C' Bar 'D" 0 to r-0, go go 2-6" #4 0 18- f4 0 12- J4 0 18- 4 J4 - __ - I 2'-1" to 4'-0" 1 8- 1 :: 1 1, ;:111111� - 10 ___ 14 0 1 #4 0 127-[��=4 #4 CONCRETE CANTILEVER (TOE) RETAINING WALL N.T.S. KEYED CONSTRUCTION JOINT AND EXPANSION JOINT LOCATED AT ALL GRADE BREAKS AND 40' SPACING MINIMUM. A ROOF NTS AND FILTER FABRIC INVERT in BELOW BOTTOM OF FOOTING (TYP) TING DRAIN . . ............... ... . . . . . . . . . . . . . . . . �A 55' CONC. SIDEWALK On AT DWY) 1/2" RADI us A 4" COMPACTED BASE A4 COURSE 95% NOTE: CONCRETE SIDEWALKS SHALL BE CONSTRUCTED PER CITY OF EDMONDS STANDARD DETAIL E2.13 - INFORMATION SHOWN HERE IS FOR REFERENCE ONLY. CONCRETE SIDEWALK SCALE: N.T.S. 8 CONCRETE PAVEMENT SCALE: N.T.S. MAX. SLOPE LINE OF ROCK FACING %NT 6" EXPOSED AGGREGATE FINISH WHERE INDICATED 18* COMPACTED DEPTH STRUCTURAL FILL 12* COMPACTED SUBGRADE, 90% MAX. DRY DENSITY SOIL OCK FACINI ........... .... . BACKFI ...... .... .... ....... . .. 6 (MAX) HEIGHT (H) TING 0 EXIS R MINERAL .................................................. PROPOSED . . . . . . . . . . . . AGGREGATE GR . ........ ADE " ........... .......... DEPTH OF BASE (D) PROPOSED SEC MAMA GRADE TYPICAL ROCK FACING SCALE: N.T.S. A2 FACING HEIGHT MINIMUM ROCK (H) (D) §!?q8ASE) SIZE( TTEET 3 INCHES 2-MAN 1 -MAN 4 FEET 6 INCHES 3-MAN 2-MAN 6 FEET 9 INCHES 4-MAN 2-MAN 8 FEET 12 INCHES 5 -MAN 2-MAN Tnn AV 3/4- SQUARES 2 SPACED-3/4" 0 AS INDICATED 0 HT 1/8' 0 0 0 0 0 0 0 *0 4 3/4- I- 12*0 FIBRE JOINT 1/8" RAISE/ PACKING 1/2' WIDE BORDER 1/8 BEND ion 9" - 3147- 1/27- Z 4" - _1 12w Fi - -1 1/4 -7 7w 7/8 3/4"- 8w PIPE MATERIAL 150 1/8 BEND AS SPECIFIED. CAST IRON RING AND COVER* . ..b. I .. *NOTE: WITHIN PLUG TO BE LANDSCAPED SEALED IN SAME NATE **THIS DETAIL IS SHOWN HERE MAIN AREASALTER MANNER AS MAIN THREADED PVC FOR CONTRACTOR'S REFERENCE. SEWER JOINTS LID MAY BE CLEANOUTS SHALL BE PER CITY USED STANDARDS. A TYPICAL CLEANOUT SCALE: N.T.S. GARAGE 47 DOOR GRATE PROPOSED SURFACE 2.0% 1/8- 2.0% FINISH CONCRETE LIFT ACOPRECAST POLYMER 4 CONCRETE TRENCH DRAIN OR EQUAL It CONCRETE FOUNDATION GRANULAR BASE I'll I I Ed I 1E] I B... COMPACT TO MIN. 95% OF MAX DENSITY PER ASTM 1557 PAVEMENT CHANNEL DRAIN N.T.S. 3:1 SAND AND CEMENT GROUT 1" DEPTH 2 l/ NON -SHRINK GROUT #6 BARS (2) #3 BARS (2 80 IN AITACHMENT DETAIL low 6'-0" 16" DIA HOLES (TYP-) WHEEL STOP---(: N.T.S. A2 0-d- C-4 1:E1 113 cc 0 18 I DIAMETER CONCRETE FOUNDATION A2 TEEL PIPE 13OLLARD S SCALE: N.T.S. BOLLARD 80 DIA. GALV. SCHEDULE 40 STEEL PIPE FILLED WITH CONCRETE 7 0 cn < W C-) a U 0 U 0 Q ui C.D < C4 C �Col rC4 in 6 z c_j c 011,1)1111/ 1) jjjj�� I_ FOR CONSTRUCTION 0 A�j �-City Engineer 'fate memo up- on 1 00 on " 0 ;1 on" Owl OEM, No MENN no so E g C9 :-;t P tn W P40 PIPW z 0 SEPT. 20, 200 Sheet %0 W"O�f 2 n Sheet 1 of EARTHWORK SPECIFICATIONS: SEWER SERVICE NOTES: CONCRETE PAVEMENT SPECIFICATIONS: 1. A GEOTECHNICAL REPORT WAS PREPARED FOR THIS PROJECT BY GEO GROUP NORTHWEST, INC., DATED MARCH 22, 2002. UNLESS OTHERWISE INDICATED HEREIN, THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT SHALL BE CONSIDERED SPECIFICATION FOR WORK ON THIS PROJECT. IN THE EVENT OF CONFLICT BETWEEN THE GEOTECHNICAL REPORT AND THIS SPECIFICATION, IMMEDIATELY NOTIFY THE OWNER, WHO WILL PROVIDE DIRECTION, AND UNTIL OTHERWISE DIRECTED, BASE ALL PRICES AND BIDS THE MORE EXPENSIVE SPECIFICATION. 2. PROVIDE SHORING AND UNDERPINNING WHERE INDICATED AND/CIR REQUIRED. PERFORM UNDERPINNING AND SHORING OF EXISTING FOUNDATIONS SO AS TO NOT DAMAGE OR COMPROMISE THE EXISTING FOUNDATION OR SUPPORT OF THE STRUCTURE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, SAFETY, AND EFFECTIVENESS OF ALL SHORING AND UNDERPINNING. 3. UNSATISFACTORY FILL MATERIAL - SOIL MATERIAL THAT CONTAINS ROOTS AND OTHER ORGANIC MATTER, TRASH, DEBRIS, AND FROZEN MATERIALS AND STONES LARGER THAN 6 INCHES IN ANY DIMENSION; AND/OR MATERIALS CLASSIFIED IN ASTM D-2487 AS GM (DARK BROWN TO BLACK ORGANIC MATERIALS). PT, OH AND OL; AND/OR MAN-MADE FILLS, REFUSE, OR BACKFILLS FROM PREVIOUS CONSTRUCTION; AND/OR MATERIALS THAT DO NOT MET THE SPECIFIED REQUIREMENTS FOR THE INTENDED USE. 4."GENERAL FILL! SHALL BE NA11VE MATERIALS THAT DO NOT MET ANY OF THE RESTRICTIONS AS LISTED IN THE DEFINITION FOR UNSATISFACTORY MATERIALS, AND ARE CAPABLE OF CONSOLIDATION AND COMPACTION SUFFICIENT TO PROVIDE A NON-SETTUNG FINISH GRADE IN EACH AREA OF INTENDED USE. PLACE AND COMPACT GENERAL FILL IN CON11NUOUS LAYERS NOT EXCEEDING 12 INCHES IN LOOSE LIFT THICKNESS. COMPACT TO 90 PERCENT OF MAXIMUM DENSITY AS DETERMINED BY ASTM D1557. 5. "STRUCTURAL FILL" SHALL BE IMPORTED OR NATIVE MATERIALS (IF NATIVE MATERIALS ARE TESTED AND MEET THE REQUIREMENTS OF STRUCTURAL FILL) AND SHALL BE FREE OF UNSATISFACTORY MATERIALS AS SPECIFIED HEREIN, CONTAINING LESS THAN 5 PERCENT FINES (SOIL FRACTION PASSING THE NO. 200 SIEVE), AND WITH AN APPROVED OVER ALL GRADATION. IN THE EVENT THAT FILL MATERIALS DO NOT MEET THE SPECIFIED REQUIREMENTS THEY SHALL BE REMOVED, REPLACED, AND RETESTED NTH NEW MATERIALS AT NO ADDITIONAL COST TO THE OWNER. PLACE AND COMPACT STRUCTURAL FILL IN CONTINUOUS LAYERS NOT EXCEEDING 9 INCHES IN LOOSE LIFT THICKNESS. COMPACT TO 95 PERCENT OF MAXIMUM DENSITY AS DETERMINED BY ASTM D1557. 6. ON SITE SOILS ARE LIKELY TO BE SENSITIVE TO DEGRADATION DUE TO MOISTURE AND/OR IMPROPER EXPOSURE TO REPETITIVE CONSTRUCTION LOADS. THE CONTRACTOR SHALL UTILIZE METHODS AND EQUIPMENT THAT MINIMIZE ADVERSE IMPACTS ON SUBGRADE. NOTE AND FOLLOW THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. 7. STOCKPILE SUBSOIL INTENDED FOR REUSE AS GENERAL FILL IN AREAS ON SITE AS DIRECTED BY THE OWNER. STOCKPILE SUBSOIL TO DEPTH NOT EXCEED 6 FEET. COVER TO PROTECT FROM EXCESSIVE MOISTURE AND EROSION. REMOVE EXCAVATED SUBSOIL NOT INTENDED FOR REUSE FROM SITE. 8. EXCAVATION CUT SHALL NOT INTERFERE WITH NORMAL 45 DEGREE BEARING SPLAY OF FOUNDATIONS. PROVIDE SHORING WHERE INDICATED AND/OR OTHERWISE REQUIRED. UNDERPINNING OF EXISTING FOUNDATION WILL BE REQUIRED IN 9. ISOLATED LOCATIONS. SEE SPECIAL SHORING AND UNDERPINNING REQUIREMENTS AS SPECIFIED IN PART I OF THIS SECTION. 10. PROTECT SUBGRADE FROM DETERIORATION DUE TO EXPOSURE TO MOISTURE, TRAFFIC, OR UNNECESSARY CONSTRUCTION LOADING. CAREFULLY, COMPACT TOP LAYER OF SUBGRADE WITH HAND EQUIPMENT TO DENSITY REQUIREMENTS FOR SUBSEQUENT BACKFILL MATERIALS. 11. CUT OU I T SOFT AREAS OF SUBGRADE NOT CAPABLE OF INSITU COMPACTION. BACKFILL WITH STRUCTURAL FILL IN AREAS UNDER BUILDINGS, SLABS, FOOTING, FOUNDATIONS AND PAVED AREAS. BACKFILL WITH GENERAL FILL IN AREAS TO BE NATURAL GRADED OR LANDSCAPED. 12. NATURAL GRADED AND LANDSCAPED AREAS MAY USE "GENERAL FILL" TO THE REQUIRED DEPTH. PLACE AND COMPACT AS SPECIFIED HEREIN. 13. AREAS SUPPORTING STRUCTURES, AND FOUNDATIONS SHALL BE BROUGHT TO GRADE WITH STRUCTURAL FILL TO THE REQUIRED DEPTH. SEE INDICATED DETAILS FOR SPECIAL REQUIREMENTS AND MATERIALS. PLACE AND COMPACT PER RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. 14. UNDER SLAB -ON -GRADE, UNLESS OTHERWISE INDICATED, PROVIDE 6 INCHES OF CAPILLARY WATER BARRIER MATERIAL COMPACTED TO THE SAME CRITERIA AS SPECIFIED FOR STRUCTURAL FILL. DIRECTLY UNDER CONCRETE PROVIDE A VAPOR RETARDANT LINER. 15. SLOPE GRADE AWAY FROM BUILDING MINIMUM OF 2 INCHES IN 10 FT, UNLESS NOTED OTHERWISE. 16. REMOVE SURPLUS FILL MATERIALS FROM SITE. STORM DRAINAGE SPECIFICATIONS: 1. EXCEPT WHERE A SPECIFIC PIPE MATERIAL IS INDICATED, AT THE CONTRACTORS OPTION, ONE OF THE FOLLOWING PIPE MATERIALS MAY BE SELECTED FOR STORM DRAIN PIPING: P . OLYVINYL CHLORIDE (PVC) PIPE: ANSI/ASTM D3034, TYPE PSM, SDR 35; INSIDE NOMINAL DIAMETER AS INDICATED; BELL AND SPIGOT STYLE RUBBER RING SEAL GASKET JOINTS. CORRUGATED POLYETHYLENE PIPE (CPEP): ("ADS" OR "HANCOR' OR APPROVED EQUAL) HIGH DENSITY CORRUCATED POLYETHYLENE DOUBLE WALL SMOOTH INTERIOR PIPE CONFORMING TO ASTM F405 OR F667. POLYETHYLENE MATERIAL SHALL MEET THE REQUIREMENTS OF ASTM D 1248. DUCTILE IRON PIPE: SHALL CONFORM TO AWWA C151 AND SHALL BE CEMENT -MORTAR LINED CONFORMING TO AWWA C104. UNLESS OTHERWISE INDICATED PIPE SHALL BE MINIMUM THICKNESS CLASS 50. ALL DUCTILE IRON PIPE SHALL BE POLYETHYLENE ENCASED. DUCTILE IRON FITTINGS: SHALL BE RUBBER GASKET PUSH -ON -JOINT (TYTON) OR MECHANICAL JOINT (M.J.) CONFORMING TO AWWA C111. METAL THICKNESS AND MANUFACTURING SHALL CONFORM TO APPLICABLE PORTIONS OF AWWA C110. MECHANICAL JOINT, DUC11LE IRON, COMPACT FITTINGS 12 INCHES AND LESS SHALL BE IN ACCORDANCE WITH AWWA C153. POLYETHYLENE ENCASEMENT- SHALL BE MINIMUM 8 MIL TUBE OR SHEET CONFORMING WITH AWWA C105. 2. DETENTION PIPE/TANK SYSTEM STRUCTURAL STABILITY. TANKS SHALL BE CONTRACTOR DESIGNED (BY A WASHINGTON STATE PROFESSIONAL ENGINEER) AND SHOP FABRICATED AND SHALL MET STRUCTURAL REQUIREMENTS FOR OVERBURDEN SUPPORT AND TRAFFIC LOADING IF APPROPRIATE. HS-20 LIVE LOADS MUST BE ACCOMMODATED FOR TANKS LYING UNDER ROADWAYS OR PARKING AREAS. METAL TANK END PLATES MUST BE DESIGNED FOR STRUCTURAL STABILITY AT MAXIMUM HYDROSTATIC LOADING CONDITIONS. FLAT END PLATES GENERALLY REQUIRE THICKER GAGE MATERIAL THAN THE PIPE AND/OR REQUIRE REINFORCING RIBS. TANKS SHALL BE PLACED ON STABLE, WELL CONSOLIDATED NATIVE MATERIAL WITH A SUITABLE BEDDING. PIPE TANKS: 4! DIAMETER AND UNDER SHALL BE CORRUGATED METAL PIPE (CMP) OR CORRUGATED HIGH DENSITY POLYETHYLENE PIPE (HDPE) AT CONTRACTOR'S OPTION. OVER 4' DIAMETER SHALL BE CMP AS FOLLOWS: CMP: CORRUGATED METAL PIPE SHALL BE GALVANIZED CORRUGATED STEEL, OR STEEL SPIRAL RIB PIPE WITH ASPHALT TREATMENT 1 OR BETTER, OR SHALL BE CORROSION RESISTANT CORRUGATED ALUMINUM OR ALUMINUM SPIRAL RIB PIPE. HDPE: HIGH DENSITY CORRUGATED POLYETHYLENE SMOOTH INTERIOR PIPE CONFORMING TO ASTM F405 OR F667. POLYETHYLENE MATERIAL SHALL MEET THE REQUIREMENTS OF ASTM D 1248. NOTE: ALL SPECIAL BACKFILL SPECIFICATIONS RECOMMENDED BY THE MANUFACTURER FOR H20 TRAFFIC LOADING WILL BE REQUIRED. FLOW CONTROL "TEE": SHALL BE CORRUGATED METAL PIPE (CMP) AS SPECIFIED ABOVE. ORIFICE PLATES SHALL BE OF THE SAME MATERIAL AS THE TEE AND SET HORIZONTALLY AND WELDED SECURELY WITH CONTINUOUS WATERTIGHT JOINT. ORIFICE HOLES SHALL BE SHOP DRILLED. STEEL TEE'S SHALL BE COMPLETELY FABRICATED PRIOR TO GALVANIZING. 3. CATCH BASINS: SHALL BE OF THE SIZE AND TYPE INDICATED PER WSDOT/APWA STD PLAN AND SHALL BE CONSTRUCTED OF PRECAST CONCRETE UNITS, METING THE REQUIREMENTS OF WSDOT/APWA 9-12.5. 4. AREA DRAINS: SHALL BE CONSTRUCTED FROM REINFORCED CONCRETE PIPE OF THE INDICATED DIAMETER, SAWCUT TO LENGTH, WITH BELL END UP. THE GRATE SHALL BE SHOP FABRICATED, TRAFFIC RATED CAST IRON OF THE DIAMETER MATCHING THE BELL END OF THE PIPE. FIELD CAST CONCRETE BASE ON PREPARED SUBGRADE WITH CLASS 3000 CONCRETE PER WSDOT/APWA STD. (ALTERNATIVE PRECAST UNITS OF EQUAL DIMENSION AND STRENGTH MAY BE ACCEPTABLE, SUBJECT TO CATALOG CUT SUBMITTAL AND APPROVAL.) 5. FRAME AND GRATE: SHALL BE OF THE TYPE INDICATED; RATED FOR H20 LOADS MINIMUM; OF SHAPE AND MATERIALS MEETING REQUIREMENTS OF WSDOT/APWA 9-05.15(2) METAL FRAME, GRATE AND SOLID METAL COVER FOR CATCH BASINS OR INLETS. 6. CLEANOUTS: PER WSDOT/APWA STD PLAN B-18B. 7. DETECTABLE MARKING TAPE: IN ACCORDANCE WITH WSDOT STD, PARAGRAPH 9-15.18. 8. FOOTING DRAINS: 4* MINIMUM DIAMETER PVC, ASTM D2729 NTH DRILLED OR SLOTTED PERFORATIONS WHERE INTENDED FOR COLLECTING GROUND WATER AND SOLID WALL WHERE INTENDED FOR CONVEYANCE. SET FOOTING DRAINS AT 0.005 FT/FT MINIMUM SLOPE TO DRAIN AND CONNECT TO THE STORM DRAIN SYSTEM (BYPASSING ANY TREATMENT AND/OR DETENTION SYSTEMS). 9. ROOF DRAIN EXTENSIONS: 4" MINIMUM DIAMETER PVC, ASTM D2729. SET ROOF DRAIN EXTENSIONS AT 0.005 FT/FT MINIMUM SLOPE TO DRAIN AND SHALL BE CONNECTED TO THE STORM DRAIN SYSTEM AS INDICATED. 5. ROOF DRAIN DOWNSPOUT LEADERS ARE SHOWN TO PROVIDE SCHEMATIC LAYOUT. CONFIRM DOWNSPOUT LOCATIONS FROM ARCHITECTURAL ROOF PLAN. FIELD COORDINATE AND ADJUST LAYOUT AS NECESSARY FOR CONNECTIONS OF DOWNSPOUTS TO LEADERS. 6. PAVEMENT TRENCH DRAINS: 7' WIDE CAST IRON ASSEMBLIES BY NEENAH, R-4995-8, TYPE M MEDIUM DUTY OR EQUIVALENT HEAVY DUTY, COMMERCIAL POLYMER/POLYCAST UNITS BY ACO OR STRONGWELL, OR APPROVED EQUAL. 1. SANITARY SIDE SEWER BUILDING SERVICE PIPE SHALL BE PVC, ASTM D3034, SDR 35 2. COORDINATE INVERT ELEVATION AT THE POINT OF CONNECTION (BUILDING 2-FOOT LINE) WITH BUILDING MECHANICAL DESIGN AND INSTALLATION PRIOR TO INSTALLING THE BUILDING CONNECTION. & 3. PROVIDE A CLEANOUT PER TYPICAL DETAIL AT THE POINT OF CONNEC11ON (BUILDING 5-FOOT LINE) AND ALL HORIZONTAL BENDS EXCEEDING 10 DEGREES. 4. SIDE SEWER BUILDING SERVICE PIPE SHALL BE INSTALLED AT 2% MINIMUM SLOPE UNLESS OTHERWISE INDICATED AND APPROVED BY THE PERMITTING AGENCY. 5. UNLESS OTHERWISE INDICATED, CONNECT SIDE SEWER PIPE TO MAIN WITH MANUFACTURED "WYE" OR 0TEEw NTH A 45 DEGREE DROP TO THE MAIN. 6. ALL TRENCHING AND BACKFILL SHALL BY PER TYPICAL DETAIL 7. EXCEPT WHERE OTHERWISE INDICATED, RESTORE ALL FINISH SURFACES CUT AND REMMED FOR THE SIDE SEWER TRENCH TO MATCH EXISTING. SERVICE WATER NOTES: 1. WATER SERVICE PIPE MATERIALS SHALL BE COPPER PIPE, SEAMLESS CONFORMING TO ASTM 888 (ANSI H33.1) TYPE W ANNEALED TUBING. 2. CORPORATION STOP SHALL BE BALL VALVE TYPE AND CONFORM TO AWWA STANDARD C800 WITH AWWA TAPERED THREAD (CC) INLET BY COMPRESSION FITTING FOR COPPER OUTLET, COMPLETE WITH COUPLING NUT FOR COPPER SERVICE. 3. NOT USED. 4. PIPE BEDDING MATERIALS SHALL BE SAND OR FINE CRUSHED ROCK PER PIPE MANUFACTURER'S RECOMMENDATIONS. 5. INSTALL PIPE WITH 18-INCH MINIMUM COVER. COORDINATE PIPE LOCATIONS (HORIZONTAL AND VERTICAL) WITH OTHER UTILITY LINES AND SITE WORK. FIELD ADJUST AS NECESSARY TO AVOID CONFUCTS,& 6. HAND TRIM EXCAVATIONS TO REQUIRED ELEVATIONS. CORRECT OVER EXCAVATIONVWITH COMPACTED STRUCTURAL FILL REMOVE LARGE STONES OR OTHER HARD MATTER WHICH COULD DAMAGE PIPE OR IMPEDE CONSISTENT BACKFILUNG OR COMPACTION. 7. PRESSURE TESTING WILL BE PERFORMED IN ACCORDANCE WITH WSDOT/APWA AND KING COUNTY STANDARDS. TEST AND INSPECT PRIOR TO AND IMMEDIATELY AFTER PLACING BEDDING. IF TESTS INDICATE WORK DOES NOT MEET REQUIREMENTS, REMOVEWORK, REPLACE AND RETEST AT NO COST TO THE OWNER. 8. DISINFECTION SHALL BE IN ACCORDANCE WITH THE WSDOT/APWA AND KING COUNTY HEALTH DEPARTMENT STANDARDS. 9. DOMESTIC WATER SERVICE, INCLUDING METER SHALL BE INSTALLED BY CITY OF EDMONDS PUBLIC WORKS FROM TIIE MAIN TO THE PROPERTY LINE. APPLICANT IS RESPONSIBLE FOR OBTAINING WATER SERVICE PERMIT AND CONNECTING MOM 'ME METER TO THE BUIWING.,& ASPHALT PAVEMENT SPECIFICATION: ASPHALT PAVEMENT SUBMIT, FOR APPROVAL BY OWNER, PROPOSED MIX DESIGN OF EACH TYPE OF MIX AD THE RESULTS OF THE REQUIRED LABORATORY REVIEW PRIOR TO COMMENCEMENT OF WORK. SUBMIT FOR APPROVAL PAVEMENT MARKING PAINT CATALOG CUTS, PRODUCT SPECIFICATION AND WARRANTY INFORMATION. MATERIALS: ASPHALT CEMENT. IN ACCORDANCE NTH WSDOT/APWA STD, PARAGRAPH 9-02.1(4) PAVING ASPHALT, VISCOSITY GRADE AR-4000W. AGGREGATE OF MIX CLASS B WEARING COURSE: IN ACCORDANCE WITH WSDOT/APWA STD, PARAGRAPH 9-03.8 AGGREGATES FOR ASPHALT CONCRETE, CLASS B (SEE ALSO AMENDMENT 14, JANUARY 1991). AGGREGATE OF MIX CLASS G OVERLAY AND SHIM (WEARING COURSE): IN ACCORDANCE WTH WSDOT/APWA STD, PARAGRAPH 9-03.8 AGGREGATES FOR ASPHALT CONCRETE, CLASS G. TACK COAT: CATIONIC EMULSIFIED ASPHALT IN ACCORDANCE WITH WSDOT STD, PARAGRAPH 9-02.1(6) CATIONIC EMULSIFIED ASPHALT, CLASS CSS-1. ASPHALT PAVING MIX: PROPORTIONS OF MATERIALS: SHALL BE IN AdCORDANCE WITII -WSDOT STD, PARAGRAPH 9-03.8(6) PROPORTIONS OF MATERIALS. PAVEMENT MARKING PAINT. SHALL BE OIL BASED ALKYD OR CHLORINATED RUBBER BASE PAINT SPECIFICALLY FORMULATED FOR TRAFFIC WEAR AND APPLICA11ON TO ASPHALT SURFACES. IT SHALL BE FACTORY MIXED, QUICK DRYING AND NON-BI FEDING, MEETING FEDERAL SPECIFICATION TT-P-115C, TYPE 111, OR APPROVED EQUAL COLOR: AS INDICATED OR SPECIFIED. PLACING ASPHALT PAVEMENT: DO NOT PLACE ASPHALT WHEN BASE SURFACE TEMPERATURE 15 LESS THAN 40 DEGREES F, OR SURFACE IS WET OR FROZEN. EQUIPMENT FOR PAVING SHALL BE SPREADING, SELF-PROPELLED, ASPHALT PAVING MACH14E OR MACHINES CAPABLE OF MAINTAINING LINE, GRADE, AND MINIMUM COURSE THICKNESS AS INDICATED. A SPREADER BOX OR MANUAL METHODS MAY BE USED IN AREAS NOT ACCESSIBLE TO THE MACHINE. INSTALL WORK IN ACCORDANCE WITH WSDOT STD, PARAGRAPH 5-04.3 (9,10411) SPREADING AND FINISHING, COMPACTION, CONTROL AND JOINTS. PLACE ASPHALT WITHIN 24 HOURS OF APPLYING PRIMER OR TACK COAT. PLACE AND COMPACT TO INDICATED THICKNESS. COMPACT PAVEMENT BY ROLLING. DO NOT DISPLACE OR EXTRUDE PAVEMENT FROM POSITION. HAND COMPACT IN AREAS INACCESSIBLE TO ROLLING EQUIPMENT. DEVELOP ROLLING WITH CONSECUTIVE PASSES TO ACHIEVE EVEN AND SMOOTH FINISH, WITHOUT ROLLER MARKS. SET UP ROLLING PATTERN TO ACHIEVE OPTIMUM COMPACTION OF PAVEMENT. PAVEMENT PATCHING/RESTORATION REMOVE PAVEMENT SECTIONS IN STREETS AS REQUIRED TO PROVIDE ACCESS FOR CONNECTIONS TO OR EXTENSIONS OF UNDERGROUND UTILITIES AND FOR PAVEMENT MODIFICATIONS AND SITE FEATURE INSTALLATIONS. PERFORM ALL WORK NECESSARY TO COMPLETE THE UNDERGROUND UTILITY AND SITE FEATURE INSTALLATION. REPLACE STREET CUT PAVEMENT SEC11ONS WITH THE PAVEMENT RESTORATION SEC11ON AS INDICATED. REPLACEMENT SECTIONS OF CURBS, GUTTERS, SIDEWALKS, AND DRIVEWAYS NOT OTHERWISE DETAILED OR DESCRIBED IN -NE CONTRACT DOCUMENTS SHALL BE CONSTRUCTED NTH APPROVED MATERIALS TO MATCH LINES AND GRADES OF EXISTING IMPROVEMENTS. TOLERANCES PLACE PAVEMENT SO THAT FINISH GRADE IS TO UNIFORM SLOPES AND ELEVATIONS AS SHOWN AND SO THAT SURFACE DRAINAGE IS DIRECTED TO THE INDICATED STORM DRAIN SYSTEM. PROVIDE FINISH SURFACE TO THE SPECIFIED TOLERANCES, AND SUCH THAT NO PONDING SHALL OCCUR. FLATNESS: MAXIMUM VARIATION OF 1/4 INCH MEASURED NTH 10 FOOT STRAIGHT EDGE. SCHEDULED COMPACTED THICKNESS- WITHIN 1/4 INCH. VARIATION FROM TRUE ELEVATION: WITHIN 0.04 FT. ALL SURFACES SHALL SLOPE TO DRAIN AS INDICATED. FIELD QUALITY CONTROL COMPACTION: WSDOT 705&715 1 PER EACH 2000 SY TEMPERATURE: 1 PER EACH DELIVERY IF TESTS INDICATE WORK DOES NOT MEET SPECIFIED REQUIREMENTS, REMOVE WORK, REPLACE AND RETEST AT NO COST TO OWNER. CLEANING AND PROTECTION: AFTER COMPLETION OF PAVING OPERATIONS, CLEAN SURFACES OF EXCESS OR SPILLED ASPHALT MATERIALS TO THE SATISFACTION OF THE OWNER. AFTER FINAL ROLLING, DO NOT PERMIT VEHICULAR TRAFFIC ON ASPHALT CONCRETE PAVEMENT UNTIL IT HAS COOLED AND HARDENED, AND IN NO CASE SOONER THAN 24 HOURS. PROVIDE BARRICADES AND WARNING DEVICES AS REQUIRED TO PROTECT PAVEMENT AND THE PUBLIC. COVER OPENINGS OF STRUCTURES IN THE AREA OF PAVING UN11L PERMANENT COVERINGS ARE PLACED. PREPARATION FOR PAVEMENT SURFACE CONDITIONS: PRIOR TO ALL WORK OF THIS SEC11ON CAREFULLY INSPECT THE SURFACES TO WHICH ASPHALT CONCRETE PAVEMENT WILL BE APPLIED AND VERIFY THAT ALL WORK OF OTHER TRADES IS SUFFICIENTLY COMPLETE TO ALLOW THIS INSTALLATION TO COMMENCE. VERIFY THAT ALL GRADING HAS BEEN PERFORMED TO THE TOLERANCES REQUIRED AND THAT THE PAVEMENT INSTALLATIM WILL PRODUCE SURFACES OF T'HE DESIGNED SLOPE AND PATTERN. VERIFY THAT BASE IS GRADED SUCH THAT FINISH PAVEMENT SURFACE WILL DRAIN TO INDICATED DRAINAGE FEATURES, AND THAT NO PONDING WILL OCCUR. VERIFY THAT COMPACTED GRANULAR BASE IS DRY AND READY TO SUPPORT PAVING AND IMPOSED LOADS. IN THE EVENT OF DISCREPANCY, NOTIFY THE OMER AND PROCEED AS DIRECTED. ADJUST UTILITY STRUCTURES TO GRADE: ADJUST ALL FRAMES, RIMS, GRATES, LIDS, COVERS, ETC. OF UTILITIES TO FINISH GRADE IN ACCORDANCE WITH WSDOT/APWA STD, PARAGRAPH 7-05.3(l) ADJUSTING MANHOLES AND CATCH BASINS TO GRADE. INSTALL ALL NEW CATCH BASIN AND MANHOLE FRAMES IN CORRECT POS111ON AND ELEVATION. EXISTING ASPHALT SURFACES: SHALL BE PREPARED AND TACK COATED IN ACCORDANCE WITH WSDOT STD, PARAGRAPH 5-04.3(5)A, PREPARAT10N OF EXISTING SURFACES. APPLY TACK COAT TO CONTACT SURFACES OF CURBS, GUTTERS, AND ABUTTING CONCRETE SURFACES. COAT SURFACES OF MANHOLE AND CATCH BASIN FRAMES WITH OIL TO PREVENT BOND MTH ASPHALT PAVEMENT. DO NOT TACK COAT THESE SURFACES. CONCRETE PAVEMENT PRODUCTS: CONCRETE MATERIALS SHALL BE IN ACCORDANCE WITH WSDOT/APWA STD, PARAGRAPH 5-05.2 MATERIALS. CEMENT. PER WSDOT/APWA STD, PARAGRAPH 9-01.2(l) TYPE 11 PORTLAND CEMENT. AGGREGATE: PER WSDOT/APWA STD, PARAGRAPH 9-03.1 AGGREGATES FOR PORTLAND CEMENT CONCRETE. CONCRETE MIX: CONCRETE MIX DESIGN SHALL BE STANDARD 14-DAY MIX AS SPECIFIED IN WSDOT/APWA STD, PARAGRAPH 5-05.3(l) PROPORTIONING OF MATERIALS AIR CONTENT. 5.0% TOLERANCE OF 1.5% STRENGTH: MINIMUM FLEXURAL STRENGTH OF 650 POUNDS PER SQUARE INCH AT 14 DAYS. ADMIXTURES: AS SPECIFIED IN WSDOT/APWA STD, PARAGRAPH 9-23.6 ADMIXTURES FOR CONCRETE. NO CALCIUM CHLORIDE WILL BE PERMITTED. - I REINFORCING STEEL SHALL BE IN ACCORDANCE WITH WSDOT/APWA STD, SECTION 9-07 REINFORCING' �TOEL WIRE MESH: AASHTO M 55, WELDED STEEL WIRE FABRIC FOR CONCRETE REINFORCEMENT OF SIZE AND GAUGE AS INDICATED. FORMED CONTRACTION JOINTS: WSDOT/APWA STD, PARAGRAPH 9-04.1(1) ASPHALT FILLER FORtONTRACTION AND LONGITUDINAL JOINTS IN CONCRETE PAVEMENT. FORMED EXPANSION JOINTS: AASHTO M 213, PREFORMED EXPANSION JOINT nLLER9 FOR CONCRETE PAVING AND STRUCTURAL CONSTRUCTION. SAWED CONTRACTION JOINTS: ASTM D 1850 COLD APPLICATION OR AASHTO M 173, CONCRETE JOINT SEALER, HOT POURED ELASTIC TYPE. EXECUTION: UNLESS OTHERWISE APPROVED BY THE OWNER, CONCRETE PLACEMENT SHALL BE DISCONTINUED WHEN AIR TEMPERATURE REACHES 40 DEGREES F AND IS FALLING. PLACEMENT MAY BEGIN WHEN AIR TEMPERATURE REACHES 35 DEGREES AND IS RISING. IN NO CASE SHALL CONCRETE BE PLACED WHEN BASE SURFACE IS WET OR FROZEN. CONCRETE PLACEMENT SHALL BE DISCONTINUED WHEN AIR TEMPERATURE REACHES 85 DEGREES F AND IS RISING. PLACEMENT MAY BEGIN WHEN AIR TEMPERATURE REACHES 90 DEGREES AND IS FALLING. IN ALL CASES THE TEMPERATURE OF THE CONCRETE AS PLACED SHALL NOT EXCEED 85 DEGREES F EXCEPT WHERE AN APPROVED RETARDER IS USED. FORMING, PLACING, FORMING OF JOINTS, COMPACTING, FINISHING, AND CURING SHALL BE DONE IN ACCORDANCE WITH WSDOT/APWA STD SECTION 5-05.3 EXCEPT AS MODIFIED HERON. THE SPECIAL PROVISIONS HEREIN COVER CONVENTIONAL CONCRETE FORMING AND PLACING METHODS. WHERE SUP -FORM METHODS ARE PROPOSED BY THE CONTRACTOR, EQUIPMENT, INSTALLATION METHODS, AND QUALITY CONTROL METHODS SHALL BE SUBMITTED TO THE OWNER FOR REVIEW AND APPROVAL FORMS SHALL BE CAREFULLY SET TO THE INDICATED ALIGNMENT, GRADE, AND DIMENSIONS. FORMS SHALL BE HELD RIGIDLY IN PLACE. CLAMPS, SPREADERS, AND BRACES SHALL BE USED WHERE REQUIRED TO INSURE RIGIDITY OF FORMS. FORMS SHALL BE THOROUGHLY CLEANED AND COATED WITH FORM OIL FOR EACH USE. SIDEWALK FORMS SHALL BE OF A HEIGHT EQUAL TO THE FULL DEPTH OF THE FINISHED SIDEWALK. FORMS SHALL BE SET WITH UPPER EDGE TRUE TO LINE AND GRADE WITH AN ALLOWABLE TOLERANCE OF 1/8 INCH IN ANY 10-FOOT LONG SECTION. FORMS SHALL HAVE A TRANSVERSE SLOPE OF 1/4 INCH PER FOOT IN THE DIRECIION OF INTENDED DRAINAGE. CURB FORMS SHALL BE OF A HEIGHT EQUAL TO THE FULL DEPTH OF THE FINISHED CURB . FORMS SHALL BE SET WITH UPPER EDGE TRUE TO LINE AND GRADE WITH AN ALLOWABLE TOLERANCE OF 1/8 INCH IN ANY 10 FOOT LONG SECTION. FORMS SHALL HAVE A TRANSVERSE SLOPE TO MATCH THAT OF THE INDICATED SECTION (OR OF 1/4 INCH PER FOOT TOWARDS THE ROADWAY WHERE NOT INDICATED). THE PAVEMENT DEPTH AND SUBGRADE FOR FORMED SIDEWALKS, CURBS, AND GUTTERS SHALL BE TESTED FOR GRADE AND CROSS SECTION WITH A TEMPLATE EXTENDING THE FULL WIDTH OF THE SECTION AND SUPPORTED BETWEEN SIDE FORMS. DRIVE ACCESS PAVEMENT SHALL BE TESTED BY MEASURING FROM TAUGHT STRING LINE FROM BATTER BOARD TO BATTER BOARD ON EACH SIDE OF PAVEMENT SECTION AT 10 FOOT SPACING ALONG THE DRIVE AUGNMENT. REINFORCEMENT STEEL SHALL BE ACCURATELY AND SECURELY FASTENED IN PLACE WITH SUITABLE SUPPORTS AND TIES BEFORE CONCRETE IS PLACED. I THE CONCRETE SHALL BE PLACED WITHIN 45 MINUTES FROM THE 11ME ALL INGREDIENTS ARE CHARGED INTO THE MIXING DRUM AND BEFORE THE CONCRETE HAS ATTAINED ITS INITIAL SET. THE PLACING OF CONCRETE SHALL NOT BE PERMITTED MEN, IN THE OPINION OF THE OWNER, THE ENVIRONMENTAL CRITERIA AS SPECIFIED HEREIN OR LIMITATIONS OF FACILITIES PROVIDED BY THE CONTRACTOR PREVENTS PROPER PLACEMENT AND FINISHING. THE APPROPRIATE USE OF A WATER -REDUCING RETARDER IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WILL BE PERMITTED ONLY AFTER APPROVAL WORKMEN SHALL NOT BE PERMITTED TO WALK IN THE CONCRETE DURING PLACING AND FINISHING OPERATIONS WITH EARTH OR FOREIGN MATERIAL ON THEIR FOOTWEAR . SIDEWALK JOINTS SHALL BE CONSTRUCTED TO DIVIDE THE SURFACE INTO RECTANGULAR AREAS. TRANSVERSE CONTRACTION JOINTS SHALL BE SPACED EQUAL TO THE SIDEWALK WIDTH OR 5 FEET ON CENTERS, WHICHEVER IS LESS, AND SHALL BE CONTINUOUS ACROSS THE SLAB. TRANSVERSE EXPANSION JOINTS SHALL BE INSTALLED AT SIDEWALK RETURNS, AND WHERE INDICATED. EXPANSION JOINTS SHALL BE FORMED ABOUT STRUCTURES AND FEATURES WHICH PROJECT THROUGH OR INTO SIDEWALK PAVEMENT, USING PREMOLDED JOINT FILLER. CONTRACTION JOINTS SHALL BE FORMED IN FRESH CONCRETE OR SAWN' IN HARDENED CONCRETE TO A DEPTH OF 1/4 THE SLAB THICKNESS, AND FILLED NTH THE APPROPRIATE JOINT FILLER/SEALANT. CURB AND GUTTER JOINTS SHALL BE CONSTRUCTED AT RIG! IT ANGLES TO THE LINE OF CURB AND GUTTER. CONTRACTION JOINTS SHALL BE CONSTRUCTED DIRECTLY OPPOSITE CONTRACTION JOINTS IN ABUTTING PORILAND CEMENT CONCRETE PAVEMENTS AND SPACED SO THAT MONOLITHIC SECTIONS BETWEEN CURB RETURNS WILL NOT BE LESS THAN 5 FEET NOR GREATER THAN 10 FEET IN LENGTH. EXPANSION JOINTS SHALL BE FORMED BY MEANS OF PREFORMED EXPANSION JOINT F11 I ER MATERIAL CUT AND SHAPED TO -THE CROSS SECTION OF CURB AND GUTTER. EXPANSION JOINTS SHALL BE PROVIDED IN CURB AND GUTTER DIRECTLY OPPOSITE EXPANSION JOINTS OF ABUTTING PORTLAND CEMENT CONCRETE PAVEMENT, AND SHALL BE OF THE SAME TYPE AND THICKNESS AS JOINTS IN THE PAVEMENT. WHERE CURB AND GUTTER 00 NOT ABUT PORTLAND CEMENT CONCRETE PAVEMENT, EXPANSION JOINTS AT LEAST 3/8 INCH IN WIDTH SHALL BE PROVIDED AT INTERVALS NOT EXCEEDING 10 FEET. & & CONTRACTION JOINTS SHALL BE FORMED IN FRESH CONCRETE. JOINTS SHALL NOT BE SAWN IN NOR JOINT FILLER PLACED IN CONCRETE WITHIN THE CITY RIGHT-OF-WAY FINISHING: SIDEWALK SPECIAL CONSIDERATIONS: ALL SLAB EDGES, INCLUDING THOSE AT FORMED JOINTS, SHALL BE FINISHED CAREFULLY WITH AN EDGER HAVING A RADIUS OF 1/8 INCH. FINAL FINISH SHALL BE A SCORED SURFACE PRODUCED BY BROOMING WITH A FIBER -BRISTLE BRUSH IN A DIRECTION TRANSVERSE TO THAT OF TRAFFIC. CURB AND GUTTER SPECIAL CONSIDERATIONS: EXPOSED SURFACES SHALL BE FLOATED AND FINISHED TO GRADE AND SECTION AND UNIFORM IN TEXTURE. THE EDGES OF THE GUTTER AND TOP OF THE CURB SHALL BE ROUNDED WITH AN EDGING TOOL TO A RADIUS OF 1/2 INCH. ALL EXPOSED SURFACES SHALL BE FLOATED AND/OR RUBBED WITH A WOOD OR CONCRETE RUBBING BLOCK TO A SMOOTH SURFACE AND THEN BRUSHED WITH AnNE-HAIR BRUSH NTH LONGITUDINAL STROKES. DRIVE ACCESS PAVEMENT SPECIAL CONSIDERATIONS: ALL SLAB EDGES, INCLUDING THOSE AT FORMED JOINTS, SHALL BE FINISHED CAREFULLY WITH AN EDGER HAVING A RADIUS OF 1/8 INCH. THE SURFACE SHALL BE FINISHED TO A SMOOTH AND UNIFORM FINE GRANULAR TEXTURE, FREE FROM WAVES, IRREGULARITIES, OR TOOL MARKS. FINALnNISH SHALL BE A SCORED SURFACE PRODUCED BY PRECISE DRAWING OF A STEEL DOWEL RAKE IN A DIRECTION TRANSVERSE TO THAT OF TRAFFIC. CURING AND PROTECTION: CONCRETE SHALL BE PROTECTED AGAINST LOSS OF MOISTURE AND RAPID TEMPERATURE CHANGES FOR AT LEAST 7 DAYS FROM THE BEGINNING OF THE CURING OPERATION. UNHARDENED CONCRETE SHALL BE PROTECTED FROM RAIN AND FLOWING WATER. ALL EQUIPMENT NEEDED FOR ADEQUATE CURING AND PROTECTION OF CONCRETE SHALL BE ON HAND AND READY FOR USE BEFORE ACTUAL CONCRETE PLACEMENT BEGINS. PROTECT PORTLAND CEMENT CONCRETE FROM TRAFFIC FOR A MINIMUM OF 7 DAYS OR UNTIL A FLEXURAL STRENGTH OF 450 POUNDS PER SQUARE INCH HAS BEEN ATTAINED. TOLERANCES IN PAVEMENT THICKNESS AND SURFACE TESTS: ALL PAVEMENT AREAS, DEFICIENT IN SLAB THICKNESS BY 1/2- OR MORE, SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR WITH PAVEMENT OF SPECIFIED THICKNESS AT NO ADDITIONAL COST TO THE OWNER. I SURFACE SMOOTHNESS AND IRREGULARITIES WILL BE TESTED AS NECESSARY WITH A 10-FOOT STRAIGHTEDGE. ANY DEVIATION OF MORE THAN 1/8- IN ANY DIRECTION WILL BE CONSIDERED SUBSTANDARD INSTALLATION AND MAY BE REJECTED. THE SURFACES BETWEEN JOINTS OF ADJACENT SLABS NOT VARY FROM THE STRAIGHTEDGE BY MORE THAN 1/4". FIELD QUALITY CONTROL CONCRETE SAMPLES SHALL BE TAKEN IN THE FIELD IN ACCORDANCE WITH ASTM C 31 TO DETERMINE THE ADEQUACY OF CONTROL OF MATERIALS, PROPORTIONING, CONSISTENCY, MIXING AND AIR CONTENT. TEST CYLINDER WILL BE MADE FOR DETERMINING CONFORMANCE WITH THE STRENGTH REQUIREMENTS AND, WHEN REQUIRED, FOR DETERMINING THE TIME AT MICH PAVEMENTS MAY BE PLACED IN SERVICE. ALL SAMPLING PREPARATION OF SPECIMENS AND TESTING OF FRESH CONCRETE AND HARDENED CYLINDERS WILL BE PERFORMED BY THE TESTING LABORATORY. MAKE TWO TESTS FOR EACH DAYS POUR. TAKE 3 CYLINDERS PER TEST. FORWARD TEST RESULTS TO OWNER. STANDARD TEST CYLINDER WILL BE TESTED IN CONFORMANCE NTH ASTM STANDARD C 496. THE SWMP OF CONCRETE SAMPLE FOR EACH STRENGTH TEST AND WHEREVER CONSISTENCY OF CONCRETE APPEARS TO VARY SHALL BE DETERM%"ED By 'W METHOD OF ASTM STANDARD C 143. THE AIR CONTENT OF THE CONCRETE SHALL BE DETERMINED ON A REGULAR AND FREQUENT BASIS BY OTHER METHOD OF ASTM STANDARDS C 173 OR C 231. THE TEMPERATURE OF THE CONCRETE AS PLACED SHALL BE DETERMINED WHENEVER IT IS SUSPECTED OF NEARING SPECIFICATION LIMITS. : , . " ." 0 APPROVEDFOR CONSTRUCTION 0AZO L Aj3 City Engineer Date z 0 fn 5: w ce (n 0 z z w LLJ 0 0 0 0 0 0 z z w w 0 0 04 C*4 00 LAJ mi Do I mic C'4 0- Kow., "g-Dil No i"" M Ilon ON! 11100 11 1111 lam', on N d4mmusiff low,, Ono Now �111, now one In, mommomm, momm-0 0 . ... MOM w w 0 0 Wz ko JUNE 26, 2002 Sheet w"4k3m-A uo I Sheet 1 of 1 .8 Z_; EX- ACER RUBRUM EX. PIERIS JAPONICA EX -.PftR-lSJAP0NfCA EX. PIERIS JAPONICA 70 JBETRANSPLANTED #I EX. PtWLIS -SP- TO BF- REMOVE DA. iEX. F'JERYSJA- PONICA, TO BE TRA iqSPLANTE:D #2 EX, ACER TO BE R EMOVED— DAYTON STREET DAYTON CONDOMINIUMS ............... ALLEY EX. TREE AND SHRUB DIAGRAM (NTS) NORTH NOTE: ALL PLANT MATERIAL ON SITE NOT INCLUDED IN THIS DIAGRAM IS TO BE REMOVED. m w — f-m- ! � � To I A 1=1= -7 Z. 041al 0 w-7 Z=—M� = - p A 4, VY1, X'Wm— W, & % 4-\� � M EAST SECTION /ELEVATION SCALE: 3/16 1 0 ALLEY TRANSPLANTED Al Ex. PIE HELLEBORUS ORIENT, RAISED STONE PLAN ALER PALMATUM'BLOODG( SARcbCOCCA RUSCIF HELLEBORUS ORIENI CONCRETE RETAININGv PROPERTY I 6.'CEDAR FEI 36" H. BOLLARD LIG COTULA SQUAL PLANTING PLAN NOR SCAJ.Ei*l 1 /8 0 EUPHORBIA CHARACIAS WULF .f?.ENNISETUM ALOPECURO0 CONCRE:TE TRANSFORMER 7L WIN wim 4, 01- `-ISPLANTED ACER NSPLANTED PIERIS #2 YRIUM NIPPONICUM CINIUM OVATUM LBE X ARENDS11 'BRIDAL VEIL' CIN ATUM rl M POLYBLEPHARUM &DAktFENCE I 0,EGYNRIS NOOTKANENSIS'PENDULA' --i7NUM SPICAN -E NOTES: LANDSCAP 0. SPACING OF ALL PLANTS IS TO BE AS SHOWN OALL BEDS ARE TO BE EXCAVATED A MINIMUM DEPTH OF CIRCINATUM 101, 0 OALL BEDS TO RECEIVE A MINIMUM 6-8" OF WELL D�RAINED, COMPOST -RICH TOPSOIL ON TOP OF THE AMENDED SUBGRADE IAECYPARIS "AMEND SOIL WITH PEAT MOSS AROUND EACH FERN, OOTKANENSIS'PENDULA' EVERGREEN PERENNIAL,, AND SHRUB AS THEY ARE PLANTED 'GROUND COVER (WILD GINGER) IS TO BE PLANTED 1' O.C. IN ALL BED SPACE NOT OCCUPIED BY OTHER PLANTS. 000TULASQUALIDA TO BE PLANTED IN PART TO FUL-..L CIRCINATUM zc".)UN PLA11TING BEDS l'O. C' , AND ASAURIA. CAUI"*)ATUM T'() BEPLANTED l'O.C. IN PART TO FULL SHADE BEDS. 3TACK STONE RETAINER "AL.L. BEDSTO BE MULCHED W1 I " LAYER OF GROCO 3PLANTED PIERIS # I (FROM SAWDUST SUPPLY) OR A COMPARABLE COMPOST MULCH UPON COMPLETION OF PLANTING 3 JAPONICA'CAVATINE'. TINUS'ROBUSTUM' bAYTON STREET CONDOMINIUMS PLANTING SC14EDULE TOTRICHON 4PERVIRENS 3 2 2 �H ENCLOSURE 6 . ......... In loz BOTANICALNAME COMMON NAME SIZE -TREES 6' MIN. HT. ACER CIRCINkTUM VINE MAPLE ACER PALMP:FUM 'BLOODGOOD' JAPANESE MAPLE +'MIN. HT. CHAMAECYPARIS NOOTKANENSIS'PENDULA' WEEPING ALASKA CEDAR &'MIN. HT. CHAMAECYPARIS OBTUSA HINOKI CYPRESS 5'MIN. HT. SHRUBS� PIERIS JAPONICA'CAVATINE' LILY -OF -THE -VALLEY SHRUB -SARCOCOCCk RUSCIFOLIA SWEET BOX GALLON POTS -VACCINIUM OVATUM EVERGREEN HUCKLEBERRY GALLoW �,o-7s VIBURNUM TIIQUS'RoBusTum' ROUNDLEAF LAURUSTINUS (;ALLO�J POT-5 FERNS ATHYRIUM NIPPONICUM JAPANESE PAINTED FERN GALLON POTS BLECHNUM SPICANT DEER FERN GALLON POTS POLYSTICHUM POLYBLEPHA,RUM TASSEL FERN GALLON POTS PERENNIALS AsTILBE X ARENDSII 'BRIDAL VEIL' FALSE SPIRAEA GAL-LON.POTS ELIPHORBIA (,HARACIAS WULFENII EUPHORBIA CALLON POTS HELLEBORU-c 6RIENTALIS LENTEN ROSE GALLON POTS ORNAMENTNL GRASSES HELICTOTRICH,ON SEMPERVIRENS BLUE OAT GRASS I GALLON POTS PENNISETUM ALOPECUROIDEs FOUNTAIN GRASS GALLON POTS GROUND COVERS ASARUM CAUDATUM ILD GINGER 4"POTS COTULA SQLl-%LIDA BRASS BUTT70NS 4"PoTs FlLt fSorlRtt I APPR00E-D RECEEIvEr) MAR 0 12005 PERMIT COUNTER .06 b) 0 z z 5 L0 z (L . . z z 0 uj W 10 elm D z z 0 Z LLJ Lij (L W U) l< z �: ZO o(d <z 00 CD 2 IQ Lo Uj z 0 0 z Ld 0) cb z C\l C\l co M LLI r) o Ld IL I CL < -z �- 0 0 LLI 0 U) 0 m It Z 0 z LIJ cn J 00 -ui APRIL l 4,2002 MARCH 3, 2002 MAY 19,2002 ,AUGUST 22,2Q02 L 0 RECEIVED MAR 10 2005 PERMIT COUNTER mW�TMICTION NOTES: (.'.,B TYPE I R I 1%A 9 1 ; 6 6 I E 8 8.3 3 S D SD S 00 s 5, A PIPE CRO'NW A "ASE BOT. SD 91.0 V_FIR N U LA NT 111 C CROWN E X. 8* W 90.6* 1 - 12"Af0m TEE (FL) (*SEE SHT. NOTE 1) N 9 2 - 12' RESLIENT'GATE VALE 111, 1111 J 11 I - 4w RESILIENT GATE VALVE (FLxM,I), 2 - 12 0 PI.-7SPOOL,T? IT r_1 ��.UPLLM 10 R N E (SEE SHT) NO & - TY * T T .. . ...... ........ 7 �i N 0 f Y11 5 LF 6" SD 0 O�20ft -1 .= F- 0 U N D REBAR (k CAP - LS 4F-v 0, -,Q9 TYPE 1 4. . [AST A 9 -17 0.1 j S) "OU11-1 OF C'0 R N E R 111-42,00-(6', IE 91-90 E 777< ER, 19 NOTE: A FIRE IlYDRANT IS LOCATE96)' 120' WESIV OF' TFIE NORT11WIST PIV C 0 R'N E R OF" THIS FIROPERTY ALONG 7 3 C V, DAYTON "-'j - f R [ U" 12 AA22 C13 TYPE 2-48- W/ SOLID LID BUILD OVER EXISTING LINE) — RIM 95.00 (MATCH EXIST.) A IE 90.86 (CALC'd EXIST.) IE (8-, S) 91.05 (MATCH EXIST. SPRING LINES) A 7V Sr/771--_�i,EET 6 tT6 R1 Y pipf - 1COS G DP) '0( BOT. SD 91.0 T C11 -,t��)!)AEIIAT�MNWW-\M 11 A —SE SHTA 4 NOTE 6 0, 0 12 E T 4, _C, )(Y f SD OTEEN -TIE w-r 9, 7 2' 97) .(D2 T. FENCE CORNER 0 0.5' INESI' OF LINE (f 0 4 6' (Nj w 0 4 1 A SD w O.wt/ft 0 w 0 7 00 0 z A NDSCAPE 9.70 tA I . . �'R M 9.00 4 CONCRETE WIRE FENCE - END OF FENCE ri ?, Wr(IT F I INIF El CIAS VALVE_____ FOUND REBAF� CAP -- ---- - � C - 1 1-13 9'17� 0,391 ["AST & c� 0.071 NORT11 01' CORNER PF- 0,++4---,- .1 T 9 2- Q) B A Sl N CAT(.., Z) RIM -= 103,59 I-+1' IN (`A.*?.-* IE 91.30 (30". IE-11.3048", , . fivi fl) CA cl ��,Z�Q,47 8 : F I j 9 PIPE CROSSING A PROJECI 8EN(..*11MARI`( "K NAIL. ANE ROT, EX. 8" W 91E WASHER SET IN 101" OF CURB 1ION 97,43 CROWN 6"1 7-9t�9 4' j EL.EVA (*SEE SHT. 0 1) FIELD'� CONFIRM E ST. WATERMAN DEPTH A2 C\ v PRIOR %TO CONS CTION OF.F�O�Pj ....... vv W `�!RFE VV RD ORM DRAI A - CON CONNECT�,ONS 0 CHECK FOR FLICT. LL 13 7,50 w A9 8. 0 3 7. NCEE ('JORNER 0.4' NORTH FE A �x T)c 7 Y� 1,2' te N. W. 4T U-1. 0 0 0 0 0 000c, 0 0 0 0 0 0 0 Q 0 0 0 OR, .000jqa 0 "D a 0, 0 0.0.0.,000*04 0 - . D 0, 000 00 0 0 0 0 0 0 00 w(l) 090,0,0060 '0000 0 a 0 0 0 a' 0 0 0 0900.g929g0.009g9000 00 f 9 09g929g9g92000 0 0 0 0 000 a 0 a 0 0 0 a 0 0 0 0 0 060 0 0 0 0 0 0 SET 5/8" REBAR WI 11-1 3' 0 0 0 v 53 00 0 2 q 0119-�boo-#N 00 0 0 Og '0 9 �181 ALUMINUM CAP 0 00 00 0,0000000 U 0� � - 0 100 �,q 0006.00 8 00 000,0 -`Ni FIN E FENCE 0 0000 0 0 -00 0 0 0 /V N TYPE 2-48" W/ ")SOLID LID IE 93.93 (S) A z V�tl 1 -1, IE 91.43 (30". E) ', , -6 , // , I N 9-.,5S A I EWE -C )0.1 -----END 0 F F E N (,.,E 1 2' N'p Of I 1 9, �? 1 7", r, '171�_ _�P' .. WE ST F 1. 1,11 E ORD EQH.) 4 'ell/ ( W 7, A Xvf I 4 /M K D -/ 171'ORP/ 100, 01.,50 J�f :&A , , A� -. 8 / /BA IJE14T 4),k6 7 - PATIO`bRA(N_,1`/ /0 0 p 0 p �qe6ANS,TO/ YS STORM' DETEP, 0 -71 Z %0APATE �b lo 1 K vo p I �19 -40 e / "I/ F LO Y 3 0 r,:,NITY OF EDMONDS nJ1L01NG DEPARTMENT 0 0 zg: deAza&g:.� An - —5 7 7- U) .X/V DATE: (16 10 ell, ��----GARI AGE INSIDE ,2 _0C 102.3 Tf FF D CID(J( E. -FD- -N `E ON 1_111E E N D OF FENCE 0 3' VqESI- OF LINE 0 4,:'-j 1 SET 5/8" REBAR WI-11.1 Y ALUMINUM CAP __404, 55 POINER POLE �7 7 CALL BEFORE YOU DIG 1-800-424-5555 FOR FIELD LOCATION OF UNDERGROUND UTILITIES WAPT,E STRh-'ET (ALLEY) N DRAINAGE AND UTILITI-ES. PLAN SCALE: 1"=10' GRAPHIC SCALE -in n 5 10 20 ( IN FEET ) I inch = 10 & CHANNEL DRAIN PER DETAIL 9/C2.1 6" 0 STORM DRAIN LEADER (SD) 4" 0 PERFORATED FOUNDATION DRAIN (FD) EXCEPT SOLID WALL FOR EXTENSION TO CB. 6" 0 TIGHT LINE ROOF DRAIN (RD) CLEANOUT PER DETAIL 6/C2.1 DOMESTIC WATER SERVICE AND METER PER CITY STD. - ASSUMED TO BE 1-X" TO BE CONFIRMED BY'.THE DESIGN/BUILD PLUMBING-MECH. CONTRACTOR (SEE SHTNOTE 5) FIRE SPRINKLER WATER SERVICE AND DDCVA PER CITY STD. - ASSUMED TO BE TO BE CONFIRMED BY THE DESIGN/BUILD FIRE SPRINKLER CONTRACTOR (SEE SHT NOTE 4) BUILD NEW C13 TYPE 2 OVER EXISTING SD LINE CONNECT NEW SANITARY SEWER BLDG. CONNECTION TO EXISTING 10" SS WITH CITY APPROVED . "IN, SERTA TEE- (SEE SHEET NOTE 1) WATER SERVICE TAPS PER CITY STANDARDS G30" 0 DETENTION PIPE CMP OR N-12ADS PER CITY OF EDMONDS REQUIREMENTS AND PROFILE THIS SHEET POST INDICATOR VALVE (PIV) - LINE SIZE PER SPRINLKLER DESIGNER. FIRE DEPARTMENT CONNECTION (FDC) - PER SPRINKLER DESIGNER. MECHANICAL SAHLL ROUTE THE FDC PIPE FROM THE SPRINKLER RISER ROOM TO THE /3\ WALL MOUNT FDC (WHERE SHOWN) WITH ABOVE SLAB, WALL OR CEILING HUNG PIPE. SANITARY SEWER CLEANOUT ON PUBLIC SIDE OF PROPERTY LINE PER DETAIL 6/C2.1 EXCEPT NTH LOCKING "LAMPHOLE" COVER PER CITY STANDARD. 4" PVC DRAIN LINE CONNECTING PATIO DRAINS TO STORM DETENTION SYSTEM. INSTALL NTH 0.010 ft/ft PIPE SLOPE. A4 SHEETNOTES: 1. THE EXISTING SANITARY SEWER MAIN AND STORM DRAIN PIPE HAVE BEEN FIELD LOCATED AT ADJACENT STRUCTURES (MH/CB) TO EAST AND WEST. ELEVATIONS FOR CONNECTIONS HAVE BEEN CALCULATED FROM THIS DATA ASSUMING A STRAIGHT PIPE SLOPE. THE HORIZONTAL LOCATION OF THE EXISTING WATERMAIN HAS BEENnELD LOCATED IN SIMILAR FASHION, HOWEVER THE VERTICAL INFORMATION FOUND IN THE FIELD VARIED BY UP TO 2.5'. AS A RESULT, THERE REMAINS A POTENTIAL FOR CONFLICT A AT PIPE CROSSINGS. CONTRACTOR SHALL FIELD VERIFY THE DEPTH OF THE EXISTING WATERMAN AT CROSSINGS PRIOR TO CONSTRUCTING STORM OR SANITARY SEWER SYSTEMS. NOTIFY TEC (CIVIL ENGINEER) IN THE EVENT OF CONFLICT. 2. PATIO DRAINS SHALL BE e 0 SATIN BRASS, wNDS" 910913*(SEE DETAIL 10/02.1) OR APPROVED EQUAL (UNLESS OTHERWISE SPECIFIED BY ARCH. 3. STORM DRAIN DETENTION SHALL BE PER CITY OF EDMONDS "DRAINAGE SYSTEM STANDARDS" HANDOUT. 4. FIRE SERVICE CONNECTION WILL BE SIZED BY THE DESIGN/BUILD FIRE SPRINKLER DESIGNER (THIS DRAWING CONSERVATIVELY ASSUMES 4-0). THE CITY REQUIREMENTS D A CHANGE FOR 2"0 AND SMALLER. CONTRACTOR SHALL COORDINATE. ALL 4" FIRE SERVICE PIPE SHALLL'.'BE DUCTILE IRON, CL 50, PER AWWA C151, AND SHALL BE INSTALLE WITH 3' MINIMUM COVER.. A4 5. DOMESTIC WATER SERVICE WILL BE SIZED BY THE DESIGN/BUILD PLUMBING -MECHANICAL CONTRACTOR. THIS DRAWING ASSUMES 1-VO - CONTRACTOR SHALL NOTE THAT CITY REQUIREMENTS FOR 2"0 INCLUDE A 12N12"W TEE AT THE MAIN AND A 2" RESILIENT SEATED GATE VALVE PLUS A REVISED VALVLE LAYOUT IN COORDINATION WITH A4 THE FIRE SPRINKLER SERVICE TAP. 6. FOR ALL UTILITY TRENCHES IN* THE PUBLIC RIGHT-OF-WAY, CONTROLLED DENSITY FILL (CDF), 2 SACK MIX, SHALL BE USED AS BACKnLL OVER THE PIPE ZONE, UP TO A4 THE BOTTOM OF THE EXISTING PAVEMENT OR Y BELOW FINISH GRADE, WHICH EVER IS LOWEST. -2A44oe� wIrH cilry sT1w4dAp_05. Iw :5 loo nc :C3 , �i 0! CD C� A Lj C=1 8" 0 OUTLET 0 ui "i "i ta-M ___ I V) C" C" CONTRvL__- Cn... M. ____ ___1 M -30 Uj w 6 MIN. CLEARENCE MtAbIUM) - - - - - - - : , , I I I FROM TOP OF CONC. BOX I" MIN OR RISER 25 LF 30" 0 DET PIPE 0 0.005ft/ft A ... ... 90 APPROVED FIR A DEPARTMENT c— TUM ELEV 1 85.00 DET. PIPE PROFILE SCALE: 1"=5' ROUND SOLID COVER MARKED "DRAIN' WITH LOCKING BOLTS. A4 RIM 95.93 CLEANOUT GATE: SHEAR GATE. A OVERFLOW ELEV. 93.93 6 MIN . - L ?, , 41A MIN INLET PIPE- OUTLET PIPE A IE 91.30 IE 9130 A 8" 0 RISER PIPE PIPE SUPPORT(s): CD X .090" -ToipTno vi ATr w m4 7A" POLYPROPYLENE orL STEPS OR LADDER 7. DRILLED ORIFICE FLOW CONTROL STRUCTURE NOTE: ALL DIMENSIONS AND SHALL BE CB TYPE-2, 54" 0 MATERIAL SPECIFICATIONS NOT PER WSDOT/APWA STD PLAN SHOWN HERE SHALL BE PER STD 8-3 (APPURTENANCES NOT PLAN 40 oTrREET FILE SHOWN FOR CLARITY) r"RUt.."WRE '. F.0 oi SCALE: 1"=3' PLAN - GL , 1 .1 . 0+00 APPROVED FOR CONSTRUCTION S��Clty Engineer Date _j _j C3 z z 0 tn z UJ V) z w (n z Uj C) 0 0 z UJI CD z UJI U U z w C.D C::1 CNI to C-4 Cn 00 4� CL w to C N W-op MUSEUM 0 No MM 90 an 121#111 wi 20 RUN SSW n N I I an INNER I ME I I w w z 0 0 w w k P40 Pr4 co zw SEPT. 20, 2002 IJob Number 237-WAN Sheet AM& Sheet of 6�0 . . . . . . . . . . . . . . slorE Nowros 1. GENERAL CONTRACTOR TO COORDINATE WITH THE LOCAL poWER COMPANY. SEE CIVIL DU.)38- f:OR THE LOCATION OF THE POWER VAULTS AND UNDERGROUND SERVICE- 2. GENERAL CONTRACTOR TO COORDINATE WATER SERVICE WITH THE LOCAL WATER DISTRICT AND/OR PU5LIC WORI<S DEPARTMENT. 3. GENERAL CONTRACTOR TO COORDINATE GAS SERVICE- WITH THE LOCAL GAS SUFFLIFER. 4. NEW SITE r-EATURES AND 15UILDING AREAS TO 5E STAKED ey A REGISTERED SURVEYOP- 5. GENERAL CONTRACTOR IS TO MAINTAIN AN ALL-cONSTRUCTION, ALL SUWACES AROUND ALL SIDES OF- THE CONSTRUCTION r-OR f=IRE DEPARTMENT VEHICLES, AS fREaUIRED 5Y THE RRE DEPARTMENT. (o. SEE CIVIL PLANS FOR LOCATIONS 01-- HEAVY DUTY PAVING SECTIONS, LOCATIONS OF - UTILITIES, DRAINAGE PLAN AND FINISHED GRADES. -1. SHADED E= AREAS INDICATE PAVED SUFC-ACES. 9. COORDINATE SITE NEATURES AND CONDITIONS WITH CIVIL f=LANS. NOTFY ARCHITECT or- ANY DISCREFENCIES. s. PRE-FA15RICATED WOOD AR50R ARCH: MAGNOLIA MODEL 040-0410ro. ATTACHMENT: (1) 1*4 EAR AT EACH LEG IM5FDDED all MIN. INTO 1211 x 1211 x 12" CONIC. EASE. DIMENSIONS: 30" x 60" x 81" W. 10. r-IRf= or =pARTMENT CONNECTION TO SPRINKLER SYSTEM. 11. eflaslA(20 1. THERE WILL ME NO SITE Sjc%NAC-sE OR 5UILDIW-a SIGNAGE OTHER T44AN THE ADDRESS NUM5ERS IN 5RoN"Y;= LETTERS ON THE r-RONT Or- THE 5UILDINC-L INSERTS FOR HANDRAIL EXP.dT.-------� #4 x 21-011 , @ 18" OC EACH WAY-J "��o- #4 @ 18" OC EACH WAY (2) #4 BOTTOM 1" OFFSET /—#4 @=E=P15A1 680ffEBv BAR AT EACH NOSE /-EXP.JT. L;UNU. �il/AIN TYPICAL CON CRETE-STAIR-s'-. DAYTON STREET NG IDEWALK S TB 10'SIDE �SEA LANDSCAPE LIGHT 15'STREET SET k, CONC. SIDEWALK 98! A LANDSCAPING BLOCKS (DOES NOT 0 EXCEED 4� ABOVE FIN. GRADE) CONCRETE RETAINING WALL SEE STRUT. DWC 11111m EXISTING 6'H. CEDAR FENCE AT PROP. LINE 13 RISERS @ 6.75"= 01 -4- LANDING +101. 0 42'-0 - V-4"' LANDSCAPE LIGHT I Lo Lo w + I, dj LANDSCAPED AREA (SEE SHT. L-1) 24'-0" LANDSCAPE LIGHT ROCK CIRCLE CONCRETE DRIVEWAY LINE OF DECK OVERHANG NOTE: HIC ACCESS ALSO AVAILABLE THROUGH GARAGE. SEE BSMT. PLAN, SHEET A2.1 HANDRAJL SEE 1/A1.0 DAYTON CONDOMINIUMS 1 2 ��Al.0 CONCRETE RETAINING WALL SEE STRUT. DWGS. 10'SIDE rl-�m + WIM -BO-G. HT. -- CALCULATION 2& 6'H. CEDAR FENCE a Lu DATUM POINT; PK NAIL 4 WASI-ER SET N TOP OF CURIB Ar-TUAL ELEVATION: S1.43' Rm CE ELEVATION.- 100.00' SCALE: N.T.S. K CONC. SIDEWAL Ut�: VA" LANDSCAPE LIGHT AF' LINE OF ASPHALT CONCRETE 1: D ;I G! 1&REARSETBA K z /-Z Z-Z-/ LINE OF PH CONCRETE 6* H. CEDAR FENCEA ND .......... VAL'1-11 z Z-Z../I VAULTS .................................... TizAl.i", f TRANSF. 103' VAULT ...................... 1-1/2"o SM. STEEL PIPE - WELDED JOINTS, PAINTED WHITE--, VERTICAL LEGS 48' O.C. J-BOX TEMPERED FROSTED GLASS VAULT PROPE LINE PANELS. 1/4m7 THICK 12' Yo EXTEND RLAILING.1.20,BE NO J1 6'H. CEDAR TRASH ENCLDSURE 3-PH. TRANSFORMER VAULT WITH 6" STEEL PIPE BOLLAS 3 POST AT EA. END ., , ").- ;' . 6, x 6'CCNCRETE LID y SirE r 11 'N' 'F ) EAR INSIDE DIM: 8'-9'X10!-0" R !."1,3 1 D CL SEE DETAIL CHAIN LINK GATES W/ VINYL SLATS BELOW 1,,; -;n, CE-75F" -f—, ALLEY.-i-, AND 90 DEGREE SWING. 6'STEEL PIPE BOLLARD CLEARANCE BETW. POSTS: 10'-0" MEET REQUIREMENTS OF UBC SECTION 509 (GUARDRAILS). AND UBC SECTION 1003.3.3.6 (HANDRAILS) AT STAIRS. NORTH CONIC. APRON I ON UT C�H rT EACH POST 16 GA. GALV. STEEL SLEEVE TEGUL MINERALEAD OR EPDXY GROUT CONC. STRUCTURE BELOW MIN. POSr BASE DETAIL (N. rS) /'-,-�STEEL PIPE HANDRAIL Q—) SCALE: 114" = V-0" RISE = 6.75", TREAD WIDTH 12n. LCONCRETE STEPS BEYOND. NON -SLIP BROOM FINISH. ,511 E HLAN Scale: 1" = 8'-0" WrO CtTtj VO- (A) sl *F1 MAXIMUM 51JILDING HEIGHT AVE. GRADE OF 51-Da f *AD m 100.3 + IOIA + 104A + 19*A 4 AVE. GRADE OF 5LDC1 PAD - 102-81 MAX ALLOWABLE 31-06L 14T. IN IRM IS ZONE WIT14 SLOPED ROOF 10 30'. MA>e- ALLOWA51-E 51-Da I -IT: 102.8 + 50. z 1320. C C A4-0-s C\ ok PC ROVED AS NOTED 8'2Y ENGI�N�FRING Date: REVISED PLAN APPROVED CiTy OF IMMOrMS BUUM1NG DIV== PLANS EXAMNM - DATE '-'I— APPROVED BY PLANNING 3t voto5- Wlm�w RECEWED MAR 0 12005 PERMIT COUNTER z 0 U5 Ld Ir U) u) cn z z z 0 0 0 tn z 0 P= I= a III M 6 P= 0 III o P= p III Of " U) LLJ cD z < 2 5 Z w 0 < b Z w 0 0 Z w 0 Df LLJ 0 C14 0 N a C-4 0 C4 0 C" C-4 04 to t- M IM C14 C, U.) di Z. CC w ul Lu (f) 0 0 C) LLJ Li ry Cf) �7 0 n LLJ tn 0 w 00 O)o Lo U-1 z wm U) z r- I r N CN =0 M 00 P4 CL s = Lo.j 0 U) C-4 N '4-4- a 00 0 = o .q. CL CD. X Cq Sheet Al m0 Sheet of 57029 A 14 MAR 10 2005 PERMIT COUNTER 10'ASIS OF BEARINGS CENTERLINE OF DAYTON STREET AS SHOWN ON THE PLAT OF THE CITY OF EDMONDS AS RECORDED IN VOLUME 2 OF PLATS, PAGE 39 IN SNOHOMISH COUNTY, WASHINGTON. ACCEPTED RECORD BEARING BETWEEN FOUND MONUMENT IN CASE AND INTERSECTION OF DAYTON AVE AND 6TH AVENUE S.. LEGAL DESCRIPTION LOTS 16 & 17 OF BLOCK 121 AS SHOWN ON THE PLAT OF THE CITY OF EDMONDS AS RECORDED IN VOLUME 2 OF PLATS, PAGE 39 IN SNOHOMISH COUNTY, WASHINGTON. GENERAL NOTES 1. THIS SURVEY IS A BOUNDARY AND TOPOGRAPHIC SURVEY AND DOES NOT SHOW MATTERS TYPICALLY REVEALED BY A TITLE REPORT SUCH AS EASEMENTS AND OTHER ENCUMBERANCES WHICH MAY EXIST ON THE PROPERTY 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND NIKON DTM 521 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090, 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN JANUARY 2002 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. CONTOURINTERVAL 1.0'CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS / MINUS 0.5'FOR THIS PROJECT. VERTICAL DATUM ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM ELEVATION DATA PROVIDED BY THE CITY OF EDMONDS. DATUM AN AS -BUILT INVERT ELEVATION WAS ADOPTED FROM THE SANITARY SEWER MANHOLE LOCATED IN AT THE INTERSECTION OF DAYTON STREET AND 6TH AVENUE SOUTH. INVERT ELEVATION 92.94 PER CITY OF EDMONDS AS BUILT RECORDS w E S 0 10 20 I'A'AA-A GRAPHIC SCALE: I I C" C) b c:) z 94.3� FOUND MONUMENT IN CASE 9 9 FENCE CORNER 0.7'NORTH & 0.5'EAST FOUND REBAR & CAP - LS 9175 0.1 TEAST & 0.35'SOUTH OF CORNER NOTE: A FIRE HYDRANT IS LOCATED 120'WEST OF THE NORTHWEST CORNER OF THIS PROPERTY ROCKERY - ALONG DAYTON STREET N 659.42' PROJECT BENCHh PK NAIL AND 3"W) SET IN TOP OF CU ELEVATION 97.4� N900 0'00"E STREET WATER METER SIGN 4"�ECIDUOUS TREE V DECIDUI OR n. ,p/ X95.1 5 A .. . .......... .. -----96 1.3 WIRE FENCE .7 . ....... - -97 ------- 36" CONIFER'04 9.72' 97 6 FENCE CORNER I - WIRE FENCE 0.6 WEST OF LINE > X98.9 H 99 - X1 00\2 % 0 � xxxot, FENCE CORNER 0.'4'NORTH & 1.2WEST P6.64 8.1 7 x WIRE FENCE r WOOD FENCE x SET 51&'REBAR WITH 3�'7'ALUMINUM CAP X98.2 WIRE FENCE CONC. STEPS X98.7 c%1 <98.4 . ..... .... 7 WOOD x DECK '60.1 1 //--- END OF FENCE FLOOR N = 102.00 4. -0� 100 4x 5-29' xi 0�6. 9 LOT 16 & 1 6,601 SQ. FT. X10"I.0 0 ';A' 160.86 �-_ " 00.70 9.42 101.yd /X Z: 101.6 1,101.37 X101.52 101.70X 102 x X102.8 102.79,1 x103 ....... 02.76 X102.81 Xi 103 E 0 OFFENCE /�V 0 ZWEST OF LINE ... ........ 1.2'WEST OF LINE X101.6 N 102. GARAGEi INSIDE 0,�' �102.3 GIs 24" DECIDUOUS TREE ISO GpIsy La GARAGE 6.8y ON LINE "'104.20 vs, 103.2 C4 END OF FENCE OZWEST OF LINE 104. 104 �104.2 ""I fil.20 X104.5 _x1 0 4 .51 FOUND REBAR & CAP - LS 9175 ITh 0.39' EAST & 0.07'NORTH OF CORNE N890,548'2 "W Ui CATCH BASIN EDGE OF ASPHALT ALLEY RIM 102.02 Q!txL xt 0. H.C- O.i I.E. X103,92 X c CATCHI BASIN CATCH BASIN POWER POLE RIM = 102.87 RIM = 103.59 �FOUND MONUMENfFk� FOUND PK NAIL AND WASHER 0. A D 1.47'N RTH (OFFSET PER ROS 9507215001) 119.9y 30.w 0 L6 C14 w C) 30.00' SANITARY SEWER MANHOLE W Adk 1. 1. 1.= O.H.E. O.H.E. POWER POLE N89056", 659.641 MoEhLF='Lfi=-: 5"r F:; IF.= F.=`r SURVEYOR'S CERTIFICATE X THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER WA i MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE R�CORDING ACT AT THE REQUEST OF LEE WANGERIN IZANU,2002 34 0 LA CERTIFICATE NO tZ644 EXPIRES 12/29/21 RECEIVED ? n SW 1/4, SW 1/4, SEC. 24, T27N, RK, W.M. SURVEY FOR: MXP LAND SURVEYING, INC. 24829 SE 38th St, Issaquah, WA 98029 LF.E."t WANGERIN www.mxplandsurveying.com (425) 837-8083 12408 106th PI NE Kirkland, Washington 98034 DRAWN BY: CHECKED B DATE: PROJECT#: SCALE: SHEET: 1 MXP TNW 1/12/2002 2002-1 1 1" = 10' OF: I - 64-0�r 5�ro 9�� r