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156 3RD AVE S.PDFiiiiiiii iiiiii 14641 156 3RD AVE S IESTERN EYOMEMIZOR SERVICES MARK REICHLIN 1806 Marine DR. N.E., Marysville WA 98271 Ece: 360-658-2448 Fax: 425-740-0201 Mobfle/Pg. 206-510-2548 markr@exteriorservice.com c -7L ,C'�r, r. � ♦ �Y�f �y\.•. w-i Y A .-Ylµ.. ..J� ..r ya ... r(r �-•.- t r � 1'1�"` � •.w ... I. v.. ...• ... r . r.r �. .. r City of Edmonds Pe?mit.No: -0 4 RIGHT—OF—WAY CONSTRUCTION PERMIT Issue Date: 1011"51 vv A. Address or Vicinity of Construction: /SK ThR_t2 > /4l)< Sr)OT+ B. Type of Work (be specific): <-r Q61 A 6 L'S g:7 t i {1 LL U04 11,04 )° FF cT` e- U7 5 7<) EC-Al&z 4 Ak L_Tel e2kl S/iX �1,14 C. Contractor: Mailing Address: 1906 Alw01 �JC . IN M r-VS / L- '"' Kr l State License #: We t; T r—C 5 G Z -7 C F D. Building Permit # (if applicable):_ Contact: M/4e $c J;��<PtLtyV Phone: ��_ !�—:/G as, y i Liability -Insurance: Bond: 4; Side. Sewer Permit # (if applicable) E. ❑ Commercial ❑ Subdivision ❑ City Project ❑ EUC (PUD, GTE, PSE, CHAMBERS, OVWD) ❑ Multi -Family ❑ Single Family ❑ Other INSPECTOR. F. PAVEMENT:' ❑ YES ❑ NO G.., 'SIZE OF CUT X H. Charge: $ CONCRETE CUT: ❑ YES,:' ❑ NO., APPLICANT TO READ AND SIGN IDEMNITY, Applicant understands by his/her signature to this application he/she 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,Aincluding but not limited to the defense of any legal proceedings including defense costs and attorney fees by reason ofgranting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERJALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE. HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. ♦ Traffic control and public safety shall be in accordance with City regulations. as required by the City Engineer. Every flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying • completion of the required training in their possession: ♦ Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City - approved material prior to the end of the workday — NO EXCEPTIONS. ♦ Three sets of construction drawings of proposed work are required with the permit application. I HAVE READ THE THAT I MUST Mr Signature:�!!/�� Approved b Time Autho Special Con 10VE STA ENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE CET P COPY OF THE PERMIT AVAILABLE ON SITE AT ALL TIMES FOR INSPECTIONS Date: (Contractor or Agent) CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK FORCITY USE ONLY Right-of-way Fee: Void;After IQ !Z'l 4© Disruption Fee/Fund 11k UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS COMMUNITY DEVELOPMENT CODE. FINAL APPROVAL OF PERMITTED WORK ✓1"W INSPECTOR 'S SI NATURE . DATE: For inspection requirements see Engineering Information Handout. NO WORK SHALL 13EGIN PRIOR TO PERMIT ISSUANCE SE 1/4 , SE_:_ 1/4 , SAC. 23, `r 277 Q., 1,. 3 E.. W. M. FILTER FABRIC MATE 2" BY 2" BY •14 GA. WIRE FABRIC OR E Zli PROVIDE 3/4" TO 1.5" WASHED GRAVEL — BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE 2" BY 4" WOOD POST ALT: STEEL FENCE POSTS QOre:' IiQ5TAL.L- PPDUQP PE�it�i rt�2, A-5 PEC Ui�Ef� Mvinterlance Standards 1. Any damage shall be repaired immediately. 2. If concentrated flows are evidoni uphill of the fence, they must bo intercepted arid conveyed to a sediment trap or pond. 3. It is important to check the uphill side of the fence for signs of the fence clogging and acting as a barrier to flaw and then causing channelization of flows parallel to the fence. if this occurs, replace the fence grid/or remove the trapped sediment. 4. Sediment must be removed when the sediment is B" high. 5. if the filter fabric has deteriorated due to ultraviolet breakdown, it shall be replaced, F_1.LlE9, EAP S i C. F5,QCE,::- 26TAiL_.. W. r -5. TE M PO 12,A F,"'f . SYAltbl�li�),,STR�NG�tI. f ILTEF fAt3RIC - GRATE ftQ.f Qky T ee uscp Wl� 13F QING Of` TER A©QVE jF{E i ii_I _rr !y`E C)I p1�$►it,Y�iLI NOT CAUSr.r 0, IROULEMSANDWII E Rrc WILL NOT RESULT ICATCI I OASIN �''=j j 1OE( QF SLOPES, NOTE ; Farb 08 A , CFI © A'S R5PUI2Er lVinintcliatice Stpndurcis 1. Any, accurnlllated sediment on or around the filter fobtic trotection shall be. removed immediately. Sediment shall not be removed with water, and all sedim0rit must be disposed of as fill on -site or hauled off -site. 2, Regular maintenance is critical for both forms of catch basin protection. Unlike many forms of protection that fail gradually, catch basin protection will fail suddenly and completely if not maintained properly. C Ai"C I-1 15 A'�5 I N 1= 1 L.TE 12, PEE: ` -A 11..... N .'T`. 5 . TEM PU•f I.k: `r' ti�oS 1 dN GotJT2a(.... .M �ASI.I ��S M 12" MIN. THICKNESS 4"-8" QUARRY SPAI_LS PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA fo _FA E) I L_ I Z'E• SEQUENCE OF CONSTRUCTION 1. Attend the pre -construction meeting. 2. Install filter fabric fences, as required/shown. 3. Install rocked construction er.;trance. 4. Clear site (grubbing, rough grading), demolition, as required (see ESC minimum requirement note). 5. Begin construction. 6. Install utilities (power, storm -drain, telephone, etc.). 7. Compact gravel base/subgrade per City & State specifications. 8. Provide CB protection for newly -constructed CB's, as required. 9. End construction. S 10: Hydroseed and mulch all exposed areas (see ESC minimum requirement note). 11. CLEAN storm -drainage system after grass/ground cover has been established and prior to the final inspection. 12. Remove all TESCP facilities only when entire site is stabilized. ESC Minimum_ Requirement- Stabilization of Exoosed Areas. All soils exposed by land disturbing activities shall be stabilized by suitable application of BMPs, including, but not limited to, sod hydroseeding, or other vegetation, plastic covering, or mulching. All BNIPs shall be selected, designed, and maintained in accordance with the Manual. The exposed soils shall be stabilized according to an approved timetable. Typically, no soils shall remain exposed for more than two days from October 1 through April 30 and no more than seven (7) days from May 1 through September 30). CONSTRUCTION NOTES: 1. All construction and materials shall be in accordance with WS00T/APWA specifications and City of Edmonds Development Standards. 2. The following pipes, specified in Section 9-05 of the WSDOT/APWA Standard Specifications are allowed: Plain and reinforced concrete storm sewer pipe, aluminized Type 2 corrugated steel, steel spiral rib and corrugated steel with asphalt coating Type 1, spiral rib and corrugated aluminum, ductile iron, polyvinyl chloride (PVC) 3. PVC pipe shall require the use of bedding material for flexible pipe specified in Section 9-03 Of WSDOT/APWA standard specifications. 4. PVC, LCPE and SWPE shall be tested using the deflection test procedure described `gin section 7-17.3 of the WSDOT/APWA Standard specifications. 3 a 10 25 MEKI D1 A1.) '. SAME AS SylR,VEY OF REC0RC) 8Y PNtMA, VD L_ 15 , P 5 VE 91-1 C,".L_ DATU M I M . L_. L.. W. (e,-( O-rH E l;s) PATUr-1 COQ\/eK510N WOT+5: C,1vIi Et.IGIt�lEE1Z1t�1C� PLAT.i (MLL-v.!) DATUM +5$.3D' = AKCHITECT PA-TIAM AS NOTE17 ON 51456 -r AZ.0 C O iJ STIZ L.l CT ► O ti N OTE : 4')( 3' ALL U1'I�ITIES SHAiI_ SE F02 ST'KEET' WCATED 5Y L-OC! c'r l C 4 `1`Re•=ES, SEfZVIGES pRlO(�, TO cc�N �-T>zu cr10 l�-I . or��Y v l5 ► �,,�E U►`IL_ITIr=S SHOWN OW-i"Nl'S MAPPi1.JG EXCSPT 't*(S r1 I FP,OM CITY f-,ECOtF-D5til , I'jW Cihl'OTr. 1 -TO NOC<NE t; Q1' eJ 0^6 I D2JV�w/�Y CILIK6 Ctl r I CE5 I C15 Q ExISTI1JG roe- 4(o, o 11JV. (1-✓) = 43.c itQV, ( 5 )=44.1 g' CW r R 011 I V 4`1.12. MAG. UNIL. N I' Wr ( t 8,5t A O �T1V 3 4(0.0(0. � cZi OQ (D z° � >? ANFT I CN ` W r� D ° W r t ' C PROPE T N LINE 0 APPROVED FOR CONSTRUCTION - TY ENGINEER DATE EDMONDS, WA. c e) TOP r -fb.3 In.1V. < 811) = 43.9 i rJ V. C (o") = 43. 1 3" PVC -I I , „PVC I I I I I I I I ADJACENT BUILDING I I I I I I I I I I I I I SGE SPEC 1 /�L_ GCa1A.51-?,,L.tI'-t-1Rt'j CoNs-r uCTl0Ili c- HT..rAtSCI� Ae-, I I 1-yPICAL_ ?5QIII tesp CS.EE !P -f"A I L)15 1 I - 00 . I I ROPERTY �.. RETAINING -� � IN WALL I I I I �s 1.4 < 4�D�IVEWAY I�lo't'E: `-f>~61.aCE•1 Df;AI►�1p 1 EK15'j", � REQt-1►�ED C� ASPHALT — C/�iJoIP(, rJPlt`t PARKING �oWl.l SPOU r 1JoT�: CON NEC= r V_ VaCAJ PAN -ro Cg (V 2 >�oDF O (FOR US BANK) I SON GCT EX15 ►WG - v TYPE IL <' 6 i t MARINE E BUSINESS 11011I'R Vd 1.ILJl`+JAA_,, Scott A. Huntley AIA, PS ARCHI 2019 Third Avwxfn 02W Soaft, W6shingtan 98121 (20 441-1108 F- )441-1493 aramaki borden ra associates INCORPORATED 6141 N.E. BOTHELL WAY KENMORE, WASH. 98155 PHONE: (425) 485-9711 CONSULTANTS Q--2k - 92 2E V, I � PLANTER S kt•J 1, RY IDS 44P LF , 21"� 0 � W / oft_ SI" PAftA-r K EW (� P I?. t�i PE �d rJ °�O .�( (��) 4 `tom I 162 4(o,2(n (51:t✓ �E `AIL) OE `rop = 51 .387 ' �G L- I OC A T"'or: s Q V. = �i 9. i 18 I 8 1 oc ls7 0 ALP, I P FH CITY NIAP PLAtJ EK CP, © -- i SfONAL 4(a.5-1 GL ELECTRICAL --------- -- - ��� -----------� L----------------------- 8"co�1c. Q BOX .O1 .. __ ------ (Z�1,�/ ExpmEs 4-20-•0i 4(n,13 G L P PL�N rE� �• 5• WALK r PEA I . 0t-1kA 4to.5 ID H 4ia(�R ST UN GI- m 8 I n-1 V = 42. 1 Ica COIJ G. I GAS -- VALVE -'-� 3�" Coi.Ic. c>J 03 SMH- t4`1.05 3" SU>;FAGE TOP = q 7,03 HACi• +CAI I_ 5KASS ta15K '�`� 1r1V. = 3t�,8 Duo @ 1-5OFFSET S T P WATE r- pa - b \JAl_VE5 / Pt_A NTEt�. L' "5.5' Cvl,- 7rEt✓l5P1-tOI..IE POL_E:- --�` --------------------------- DM N I TOP= 4(0, I IKJV A`15A"QO J15V CPS -- N © PROPERTY I ;CURB 5 ,40 CaL. �' ir1 Wt1 ti� t,rJ �s LINE 4g.II GL. QO '5(ol L-�= (�a GD�POggT� `s'O 'CP��iCxtS'rl �--- Nv 3'55 Z o SEAL fi`15TAL L G& �1���P _" D A Y T 0 N S T. o f- G�-409 zl �1977 f31."15 NJ 8a:> 59' 15" E SMH 0 ,� �0 S O. I O C f� '� la" tJG. 18GO" COiJG, _ 7`DF' -� r,�).�d slit I'AAG QA,II_ C nl / �^ � 12" C. 2"..�— _...—..— Jll"� RE ) L,,,J )IONS NO. DATE 48.�10 GL I ,'- t3' C W ri EIvLi It _ 8"COI'll C _ -_ PP Co.S Gln/ ,I, FH I 9 'LI"`ISIC7EWAl..K EC t / I`- --- ---------- V d- 3(0" COIUG. 3 v (--------------------------------------------- _ 2_ iD-2� LLA t3 01i-F -------------------------------- Ut'kH C6 f35QCH MAKKo K„ OIJ F'I REW HYDP�Ai ---�— 9 P-. v'i sE`r q �. 9 r � i K.IV, _ 4-5,`7 SW Co t.J r✓t? O F 4Y'N Ai Q I 1 N V. (I 8") r 44 , 4 DAY T-O t-1 'si' I ELE V. = Ca I .35 �� I _ ` PAS � j- DATLa M M. L_ , L... w 7/15/99 IIID SET PERMIT I KIV. f`.li = 43.9 I v It�IV. I L_�CaCt...1 �- 4 sra r 8/6/99 RrVISIONS �5)) 4 i I I�JV. SE = 43,3 Ii._IV. (WE) =43 I I DMH {�f 5r"o�M DPAIt`1 MA►JHOL_E ® ��T�EI-T i'1?I�f 'fl C0t1-1TrLUCT10nl _ SP��.i A.L_ C01,1 T� !-.I'�_i-II0,_-i_ ;�sf �1'G`� `� s/23 99 3Er (ADR�2) EXISi"IWG I CuR� I i faP POWEP, PC�L,E✓ I�� � !3=I~ i'Y +rC�'r: c:. C?`t" THE l.'.iTY I I I E"hlc:�;t�.iEER.. 1;>~MUVE �,�-�c �,Ff�i...!�,�::.►��. I I I G6 CATC H 5AS I N �:iS �' Ge' k,1 i £F" I I F'H I 'PIPE. HYPRAQ-r 2 PPAii AC,E F9oM SMN SEWED MAN HOLD {� TO Ft -ow TO i=L-00� L �� It,l WIT1i 011-/ �N ATe1; 5EeAI;AT0I? I W Nl WATER METE Cot.lt�eC_rVp -rO �Ap,k I E e: S >-I EE E T m Z, I - 24 x 112' I12OQ 13A9 SET W I-11r14 CAP I >`? i a H'1- cOF= - 1�:�'=�`s' :C�t•1 ��1"1!'. tf:'."f"I t>r,l I I f>4 WAYEP V At.._Vr� ; E2rrci-t- I� f:Ec�UIP.F_C�. I GL_ �uTT11�L-II.IE -r f'EI T' U15E P�F rf1 ij' Its KEC�u ICED, po-r ALE VATI Dt.l HA1`JDICA;P' i?AMP P.EQUif?E"t7, C002f�1'i-.JA�"E SITE PLAN YE) YAPD D�AII`Q P5-51C1,J \,^/ITH CITY eP_Icr'. -ro �:Ur^.l'r I,_+. I U5 CW CDi"lC4Z�T.. WALK LEGAL DESCRIPTIO THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF WASHINGTON, COUNTY OF SNOkMISH AND IS DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THIRD AND DAYTON STREETS, IN THE CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON AND BEING IN THE NORTHEAST QUARTER OF 'THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP,27 NORTH, RANGE 3 EAST, W.M.; THENCE NORTH ALONG THE EAST BOUNDARY LINE OF SAID THIRD -STREET, 60 FEET; THENCE EASTERLY ALONG A LINE PARALLEL WITH THE SOUTH BOUNDARY LINE OF LANDS FORMERLY BELONGING TO EDA F. RUSSELL, 75 FEET; THENCE SOUTH TO A POINT ON THE NORTH I..INE OF DAYTON STREET, VfHICH IS 75 FEET EAST OF THE POINT OF BEGINNING; THENCE WEST ALONG THE NORTH LINE OF DAYTON STREET 75 FEET TO THE POINT OF BEGINNING; SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. NOTE: PROPERTY BOUNDARY AND ON -SITE TOPOGRAPHIC INFORMATION PER SURVEY BY CHENOWETH & ASSOCIATES, INC., P.S. DATED 4-23-98, PROJECT No. LS 98020. VICiN IT`Y M,A.e S C A L.E7, : I" ^- I/Z" MI. DRAWN --T-YPE I- L_ C13(D TYPE I-->_ C.>? 'Z >JcrrE- �>zArE `1"O P = 4 �5. `ro P = 49. 61 -ro e,E CI ECKED `z50L_IL) CO',/Eat, 50LID GOVtxP, FLUSH W/ LOCKi>,AG 1 I p LocKiW6; L-1O' � SIDEWALK O. L_ )0 S1l:EE T FLE (I V. oR E4�L11V.� (�E� P;i'E `aPEG. i iC�TE 1 SITE PLAN 10 Lt= Cam? T F'OOE" DKAIW/1\GIF i'LAi.1 (D TYPE 1-L. - '5ot_)I�) -rc7P= 4 L'_-.-- (MA-rC 4 GgADE) VIC- iN\), = =44, e, F- I E(_1� r1oTEs VEl lr- 1. CALL ENGINEERING DIVISION (771-0220) FOR A TIGHTLINE AND DETENTION SYSTEM INSPECTION BEFORE BACKFILLING AND FOR FINAL INSPECTIONS. 98010 2. RESPONSIBILITY FOR OPERATIONS AND MAINTENANCE OF DRAINAGE PROJECT NO. DATE SYSTEMS ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE SKEET PROPERTY OWNER. MATERIAL ACCUMULATED IN THE STORAGE PIPE MUST BE FLUSHED OUT AND REMOVED FROM THE CATCH BASINS TO ALLOW PROPER OPERATION. THE OUTLET CONTROL ORIFICE MUST BE KEPT OPEN AT ALL TIMES. A100 3. AL.L_OVIABLE PIPE MATERIALS: REINFORCED CONCRETE, ALUMINIZED STEEL, ALUMINUM t� - AMP ASP HAL C_!�TED. ny iz;r:�i -.-..._......................—...... ..._..—.--.-.—..��—�__..... ....::...:...._.. .........._....�.. 5`'Z"�£�:'<"^...7;e^.a:..fw:2::F!:'tSTiE"ST. �.T':YT1::.Tw RF:'Y'A'YP'i�.:ST�'✓,@.^..,'. A 12, A ee,�-rr.-.- -r-- u c- -, ra r2- SE 1 /4, SE 1 /4, SEC. 23, T. 27 N., R. 3 E., W.M. 0 APPROVED FOR CONSTRUCTION MARINE BUSINESS INTERNATIONAL 0 PAVEMENT CONSTRUCTION SIGNS CONSTRI, Tr FENCE, TYP. =I DAYTON STREET \- FLAGGER \I— FLAGGER MINIMUM THICKNESS 2" ACP PAVEMENT 2" AGG LEVELING COURSE 4" AGG BASE COURSE APPROVED SUBBASE TYPICAL PAVEMENT SECTION N.T.S. SIGN: CROSS AT ALTERNATE LOCATION VARIES * (SEE NOTE) 0.02FT./FT. CONCRETE I- 5 TYPICAL �•+;� _ _ _ 6" DRIVEWAY * SIDEWALK WIDTH: 7' MIN. — 3rd AVE S. t 9.5' MIN. (FULL WIDTH) — DAYTON ST. FROM EAST P/L TO EAST SIDE OF --B 1D DAYTON STREET NOTE: STREET TREES WILL BE INSTALLED IN 4-FOOT SQUARE TREE WELLS WITH TREE GRATES, STREET TREES WILL ALSO BE INSTALLED AT SUCH A SIZE AS TO BE LIMBED UP 7'-10' ABOVE THE SIDEWALK. TYPICAL SIDEWALK DETAIL N.T.S. co W z R/W 5 1/2" A/ r— 1" BATTER 1" R—/ 1" R 0.05 FT./FT. 12" c, G G G . 4 a a .. .4 • q 18" STANDARD 24" ARTERIAL (MATCH EXISTING CURB WIDTH) e., 1� CITY ENGINEER DATE EDMONDS, WA. PAVEMENT WIDTH VERTICAL CURB AND GUTTER N.T.S. A EI 1 FI 2 EXPANSION JOINT IF A EQUALS MORE THAN 15'. 3 DRIVEWAY TO BE SURFACED AS REQUIRED BY CITY ENGINEER f 3' 6„ � CEMENT CONCRETE - DRIVEWAY, 6" THICK ® CURB CUT -7' clncU/Al V DRIVEWAY SECTION R/W I \/A MICC` _ CEMENT CONCRETE THICKNESS SHALL BE A MIN. 6" IN THICKNESS AND IS TO BE PLACED ON A COMPACTED GRADE ONLY. m— I CURB AND GUTTER 6" CONC., TYP. R=30" 1.1 1 NAY /2" LIP DRIVEWAY CURB TRANSITION DETAIL CURB CUT DETAIL N.T.S Scott A. Huntley, AIA, PS ARCHI 2019 Third Avenue #200 Seattle, Washington 90121 (206)441-1106 F - (206)441-1493 aramaki borden & associates INCOFIPORATED 6141 NE BOTHELL WAY KENMMORE, WASH, 98028 PHONE: (425) 485-9711 CONSULTANTS of A� v1 (� go 0 SEPAL C-409 1977 SHtNG� REVISIONS NO. DATE ITEMS 1 2/24/1999 ADDED THIS SHEET 7/01/1999 PERMIT SET 7/15/99 BID SET PERMIT SET 4 \ 8/6/99 REVISIONS CONSiRUC710N 5 a/2�/99 SEr (Avt? �i DRAWN CHECKED SHEET TITLE CONSTRUCTION PLAN/DETAILS PROJECT NO. DATE: SHEET A1.1 ABA PROJECT #5798 Or TOTAL PROPERTY LINE CONSTRUCTION JOINT METAL GRATE & FRAME SEE STRUCT. FOR REINFORCING D D D D O D D ' O D D D D --LOW.._p_T _:�� ------- -- O QDRAIN 11 '1 L L O 1 D 6 D O 8" CONC. D O STEM WAL I D D O (I I `' DD NOTE: CONNECT DRAIN TO SITE DRAINAGE SYSTEM-- SEE PLUMBING DWGS. SLOPE BOTTOM OF TRENCH AT I/8" PER FT. MIN. TO DRAINS. TRENCH DRAIN 13 11./2"=1'_OII _ FACE OF / ABOVE -GRADE CONSTRUCTION 1/2" PAVING EXPANSION JOINT / 1/2" TOOLED RADIUS Q SIM. PLANTIN REINFORCED BED SiM. CONCRETE PAVING v D v D v v D o v v ° v v D v v D o w - o ° I' o fn 00, I (Doj = v D v v O O 00 O O z (n zd O 00 O O° 0 mod_ co o n a- ° o� „n0 a i� p°0 \ \ O O o- / O O q- SIDEWALK EXPANSION JOINT 1112"=1_0,, 1/2" PAVING EXPANSION JOINT ASPHALT PAVING REINFORCED CONCRETE PAVING CONCRETE CURB & PLANTING GUTTER BED @ SIM. - D v v v ° - - nO\n o°O°O ° °vvD0°�ODO � �oO�O�6 Oo°OOQO � WO o CwL 0o/ o\ n OO PER CITY OF EDMONDS �o / / °- 00 STANDARDS O�Oo /\ \ SIDEWALK CONTROL JOINT 15 ASPHALT %2" PAVING PAVING EXPANSION CONCRETE JOINT CURB REINFORCED CONCRETE PAVING v ° D v °v- o ° ° v D v v D v V. U \J Vi l� v' � -\ n°o� o� 0� J ��6 0 TO /\ CURB/SIDEWALK 16 3"=1'-0" I i I 31'-4" , 175'-0" I I I i 8" I( 18'-2" I ! I 17'-8" I 17'-8" I 18'-10" 1 1 2'-0" I 5" I I I I I 8'-1Q" I 4'-3„IL ! 3 FCWA LOCATIWETO-R A6.1 I ,� g'-5" k A5.2 CT. ! I I I I I I ! I OUNTED I I I I! I 4„ CABINET�CT HEATER 6 20 1 1 1 PROVIDE COMPLETE 3'-6" ! I 8'-4" I A5.3 A4.3 I I I ELECT. C a j j TILE COVERAGE 1 I CLR. HOISTWA (SEE NOTE 2) j ' SERVICE I BELOW, STAIRS (SEE NOTE 2 SIM. I I I ROUTE ( r-1- -------fi-------- --- -1---- ---- ---------�---- -- --- r --- _-r- � - FE _- I --- --- ----------------- ------ - I -FE0 D�IN TE N OELEVATCA N LV MACHINANEL2 22- o.. Ld 450 1 1 ROOM z PROVIDE z / a / �II iIIIIi , --- ~zSTAIR 1' =2611/ w O � 0FIRE RAD .. OR V w0)151 ELEV ! wOOC Q a T vi 10 s- X\ UP c• (PAINTED) Lu ------ I A9.1 I I OPE 0 w-1 I 1 2 0J ELEVATOR22 x 3 j a-t068 --------- a 1I 1 d I 4v)A I IRRIGATION & T.S. COLUMN SIGN W/ INTE NATION .101 I I�/ TE RE C CLE -CHAIN LINK PAINTED (TYPICAL I I z I SYMBOL OF ACCESS I VESTIBULE I 102 I WATER CLOSET FENC11. & GATE 1 OLD 19 101 j 4 LOP LOPEx� NOTED.) UNLESS OTHERWISE j ACCESSIBLE (I I I PIPE RAILING I I I �S I GARAGE DRAIN �n I fA (SEE MECHANICAL) I 0 w - - - � - - - __ ul 0 A5.2------------- --� ---------- --- -- - ----- -- - ----"' - = - - --------- ,Is -PE ------------------------� --- -- - - - - --1-- - r_ - _ _ - - - -- �-I ---'------ cO -- ---- -- --- - 2 7-1 _- 99.40' I 104 OP ! 4R04ID�4'1X61-p' 6 I I d A '10 d I TR 21_5„ 10 d HIGH j GUARD OPAINTE ) "RNER / 1 " I I" ALL IGN „ppgq��,,�J / 8 6 3/2 9 3/2 A5.2 I I ! 5'-3" 1 7'-9" I I WALL RECESSE / ! (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) I a vie SIM. I OUT j I METER �/ ! SL ! ! SLOPE I �`' SIGNAGE TO I g" X 42" AREA P�' DR A I I TO DR N 1 20 I I , I READ ELEVATOR I FOR DOMESTIC j 5/ / j LOBBY" \� WATER EQUIP. A4.1 H I I \ I SEE PLUMBING DRAIN / I 8„ I I \A/RAGE DRAIN I I I A5.3 GARSEEE�ME DRAIN IHANICAL)I I I I II 20 � I . 2' (SEE MECHANICAL) 0z 99.62'SLOPE I oVARES 99.88' i -- -- -- ------ - / SLOPE TO DRAIN I w I I I I - wI 1/8"/FT (TYP) v -u- l SLOPE120 ---------------------------------------------I------------------- ------ ----------- SLOPE TO DRAIN V---------- -----------) - o GRADE (SEE STRUCT.) 0 w LJ 1 I 98.54 cv a (- D' - . U _ nSIGf4iTO I cn 3 oROUTE OAC CESSIBLE INDICATE A5.1 d- � I I I� I / I \ --SAPID/OIL INTERCEPTOR � � I / / / I ENTRANCE- MOUNT N ' �► I / I \ N COORDINATE W/ SWA�`c j / ON CMU WALL I I w `L PLUMBING & STR / CT. w I I 4✓/ I \ l I ��GARAGE DRAIN I ! _ FT (TYP)SLOPE 15 v -► (SEE MECHANICAL)' I I coo I TO DRAIN ! I ( A4.2 81 _611 1 81 _611 1 / '-7" �, 8'-7" 16'-101/2" ! / 81_7 61_011 ( , (SEE NOTE 1) ! (SEE NOTE 1) ! (SEE !NOTE 1) \ I\ (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1)A, .11611 / ( ACCESS AISLE WIDTH I C 7 a ------------- I I--\---------- ----------------tt l --- i----------------------------j---- - -j- \ --------------------- ------------j ---- -----------------I-- ---� -o - --- c s a-- ---- -- --- - 3 / I 6 ,IaAINTED GAS METER ( w j I - - / STRIPE, TYP. � +T t i \\ / -LOCATION- 1 A8.2 I I I j PAINTED \ / SEE MECH. / STRIPE, TYP. \ / ALIGN WALL I ' / W/ EDGE OF- 60' I I I I I \ / P.T. SLAB j RIGHT OF WAY I I / j \ ABOVE I - / - - /= I - w I I\ 9 ono I 8 / 17 o fi\ o Z 5 4 I� I N ---------------- }- �I 1 z - -I----------------�------------1--- N -z --------------\-N z--------------------- -- --- ACCESSIBLE ------------------- -1-- --- I ---- -- - - ----- --- - r---------- w i i W W-------- --I-- - I 1 --.- i------ - 12 II ! v ! / ! \ / I ! DN I I A&2 I I ! ! / ! 1'-0�� I I i UP- SIM. TYP. D 8 a I 1 I II SLOPE \ I 2 1 STAIR 2 I I ! I � TO A5.2 DRAIN \ / A 14 d I i i 152 I I SLOPE -------------� I I - __-------------��� \- - \- -- /- ------- - - ----------------- - -\ TO DRAIN - ----- - -------------- - -------------- - --- --- -I-I - _�.�.. - - - 1 Lo oo PROPERTY LINE rl5 -t-I'' 12 8 9 1 I 9 I 11 sl_ „ 9 I CENTERED 4 0 A8.2 I I A8.2 I A8.2 I A8.2 I A.F.F. TO INQLUDE THE A8.2 I I I I I I IM' I I INTERNATIONAL SYMBOL 3 3'-0" 1' - " OF ACCESS MD READ M.O. M.O. A6.2 STATE DISA LED I I ¢ PARKING PERMIT REQUIRED" 10'-8" I I 3 I I I I MOUNT TO CONCRETE WALL O 2 18 1 SIGN TO INDICATE ROUTE TO = A5.1 A4.1 A5.1 ACCESSIBLE ENTRANCE- MOUNT �,c� PARKIde4 LAYour p"L%v- ON CMU WALL PARKING CALCULATIONS I TYPE GROSS AREA S.F. / STALL STALLS REQ. STALLS PROVIDED OFFICE 6932 S.F. 800 S.F. 9 9 NOTES: 1. DIMENSIONS ARE FOR PARKING STALL CLEAR DIMENSIONS AND ARE NOT TO BE USED FOR LOCATING STRUCTURAL ELEMENTS OR WALLS. 2. VERIFY FINAL ELEVATOR MACHINE ROOM AND ELEVATOR SHAFT DIMENSION REQUIREMENTS W/ ELEVATOR MANUFACTURER PRIOR TO COMMENCING WORK. MARINE BUSINESS INTERNATIONAL 303 DAYTON ST. EDMONDS, WA. 98020 41 * v"n 2019 ThW Avenue #200 Seattle, Washington 98121 (206)44i-i 100 F - (206)441-1493 3494 � REGISTERED AR TECT ScofT }GN HU STATEAF WASW CONSULTANTS � GOPp09�TF SEAL �• C-409 '� c� A. 1977 FISHING"G IEXWM3 4-20-01 I REVISIONS NO. DATE ITEMS 7/1/99 PERMTI'SE'r 7/15/99 BID SET 1 PERMrr SET 8/6/99 REVISIONS CONMU 8/23/99 SET (ADD.C#"I2))ON RB DRAWN DQ CHECKED SHEET TITLE BASEMENT FLOOR PLAN 98010 7 1 99 PROJECT NO. DATE SHEET 12 I A