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1414 9TH AVE N.PDFiiiiiiiiiiii 9840 1414 9TH AVE N TAX ACCOUNT/PARCEL NUMBER: �/7 a-7 O OD 60 / e V BUILDING PERMIT (NEW STRUCTURE): COVENANTS (RECORDED) FOR: CRITICAL AREAS: �� - i�/�-C.Q DETERMINATION: ❑ Conditional Waiver ❑ Study Required JJ Waiver DISCRETIONARY PERMIT #' DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER): PLANNING DATA CHECKLIST DA SCALED PLOT PLAN DATED: SEWER LID FEE SHORT PLAT FILE: l�/l`p� LOT: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) #: `r2 SOILS REPORT DATED: STREET USE / ENCROACHMENT PERMIT WATER METER TAP CARD DATED: OTHER: 12 LID #: ) & BLOCK: LATEMP\DSTs\Fotms\Street File Checklist.doc APR-06-2004 09:13 P.02/10 t A •• Citylef Edmonds Development Services Department Planning Division Phone; 425.771.0220 Fax: 42S.771.0221 True Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of the application to the City. The purpose of the Checklist is to enable City staff to determmc whether any potential Critical Areas are, or may be, present on the subject proaperty. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Tall (Critical ti ff t ' M maps, or son surveys). APR .1 4 2004 Date'Received: City Receipt #: / 26g Critical AlressTiie # _ ,©17 —Q1 Critical Areas Checklist Fee: Date Mailed to Applicant: •t.t: A property owner, or his/her authorized representative, must fill out the checidisk sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please submit a vicinity map, along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form In addition, the applicant shall include other pertinent information (e.g. site phin. topography map, etc.) or studies in conjunction with this Checklist to assistant staff in completing their preliminary assessment of the site. DCRAAIT nni J ITER The undersigned applicant, and his/Wita heirs, and assigns, in consideration on the processing of the application agrees to release, indemnify, defend and hold the city of Edmwds harmless fiom any and all damages, including reasonable attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or incomplete information furnished by the applicant, histber/its agents or employees. BY MY signature, I cerdfY that the information and exhubits herewith mubrmtted arc true and comcct to the best of my knowledge and that I am auth file this application on the behalf of the owner as listed below. SIGNAnME OF APPUCANT/AG pAU U I I O I DLO c)rL— Property Owner's Anthorizs►tion By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use application, and grant nay permission for the public officials and the staff of the City of Edmonds to enter the subject p vperty for the paposes of inspection and posting ateendput to this application. a Owner/Appl[lmt: B t A-T r-r Wire, - Namc ' (p1-1 t Ave, k Sheet Address 5eaa41e., 1 W �S10�i City State Zip Telephone:_ Email address (optional):. /A Applicant Representative: 7T.jpqI)LJIvu. bO!W N=e 416 Ln+its Aft, N . , 4 2Qb S red Address City State Zip Telephoner 2OO q 15 • 4 (WI � �� Email Address.(optional): WookgAP 15o1'tIe4cila Icor IJ Critical Mess Checkli"W3.19.2001 APR-06-2004 09:13 P.03i10 *ritical Areas. Checklist CA Rile No: b� Site Tit &rmation (soils/'topography/hydrology/vegetation) 1. Site Address/ Location 14 �" �Y L N Z Property Tax Account Number; 4 21$ t — Qp f.Coo 3. ApproAmabe Site.Size (acres or squarefeet): 4. Is this site currently developed? ' yes; no. If yes; how is site developed? .COO&= IUM. :i a partAvkol F (: WAkr l us&- 5. Descnlx the general site topography. Check all. that apply. Flat: less than S feet elevation change om entire site. Rollatg: slopes on site generally less than 15% .(A vertical rise of 10 feet over a horizontal distance of 66-feet). Hilly: sl °pee ton site of map dsa 18% and,less.thaii 3096 (a:yertical rise of 10-feet over a horizontal distance of.33 to 66-feet). Steep: glades of greater. than 30% present on site (a- vertical rise of 10-feet over a horizontal distance of less than 33-feet). 6. ' Site contains areas of ye®r-round standing water: RO : Approx. Depth: 7. Site contains areas of seasonal standing water: _ N 0w ; Approx Depth -- What season(s) of the year? S. Site is in the floodway. !J� flovdplsin 90 of a water course. 9. Site contains a creek or an area where wager flowis across the grounds surfam? glows are year-round? --kAS? Flows ate seasonal? NG (What time of year? ). 10. Site is primarily: forested �40 _ : mea; shrubs V? a • mixed too urban landscaped (lawn.ehr.ubs etc) 11. Obvious wetland is present.on site: Cddcal AftW ChuldizWO0.19.2W] NOTES LEGAL DESCRIPTION 1"07 NORTH CREEK PARKWAY N 'T" —T SLOTE 1019m, Receiver) SOTH�L WA �Q( REET Fl E PHONE (42S) 37&�= APR 14 2004 PERMIT COUNTER IF IFUINEE UU-Uu L J-11 --TT - — - — - — - — - — - — - — - — -- - - — - — - — - — - — - — - ----- ---------------------------- SUBMITTALS ..... .. .. . . ........ A ... ...... . .. .. . ....... ............ ....... ..... .... . . ........ ...... ...... ... . ... ... ... . . .... ...... . . .... ... ... ... ........... . ........ . . ...... ------ of L--------------------------------------- J--- - ;-79w� '77-45 45W AN FL*ET 0FMVE CLYT.;z IAEW 14M STM AVENLM N EDriON". WA 98WO ob .6 fbEl"U) —.T PLAN 37904 WE MAN ,, APPROVED BY PLANNING A-3 "mot 1/06/o� APR 13 2004 I�/y � ire nJ NOTES ZONE w, Nbb f4 REAR NQNt�— OTHER HEIGHT— 2-�r5' L u F Fv J - - — - — - — - — - — — - — - — - — - — - — - — - — - — - — To ---- -------- -------- t ----- Lu Ll ®rl ............ ........ ...... .................. .............. ... ............. ....... -?/ ------------ ---------t ~I ............ ... .............. ... ........... .. ... ............. . .. ---------- ----- - -------- ............ ... .. .. ........ ... ........... .. ... .............. . sly ........... ... .. .......... ........ ... .. .. ........ ... ........... . . .. ...... .. ........... ;r:oer. u6L ----------------- ea o E)(90 GR A&(D4Wo.- BA twerw l alm PmTolwA lu RECEIVED Li I (q!LT! AN JUN 1 3 20002 L_ Hu BUILDING DEPT. ZONE a F"CIVS: ;ter' NbtJ15 REAR— t46N1F— E)!7 mT L LCC�- ORIE"CH LEGENQ L RECEIVED J U N 13 2002 BUILDING DEPT. w #91; 1014 IN 7- 8 1 0 �*1" OF ED_4fO�N City SEdmonds., Development. Services Department Planning Division Phone: 425.771.0220 Ind. ts90 'Faz:­ ' '425.771,.0221 r The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of the application to the City. The purpose of the Checklist is to. enable City staff to determine whether any potential Critical Areas are, or may be, present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical areas inventories, maps, or soil surveys). ' Date Re , ed: City Receipt #:T Critical Are File'#:oc�z.=o,►Z ro Critical Areas Checklist Fee: $45.00 ;Date Mailed -to Applicant:_C-�'-a'I=OZ� A property owner, or his/her authorized representative, must fill out the checklist, sign and date it, and'submit it to the City. The City will, review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please submit a vicinity map, along with the signed copy of this form to assist City staff in finding and locating the specific piece of- property described on this form. In addition, the applicant shall include other pertinent information (e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assistant staff in completing their preliminary assessment of the site. The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or incomplete information furnished by the applicant, his/her/its agents or employees. 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 authorize3.to file this application on the behalf of the owner as listed below. SIGNATURE OF APPLICANf/AGEN — \ DATE (JI O I 'LOOq— Property Owner's Authorization 0 By my signature, I certify 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 City of Edmonds to enter the subject property for the purposes of inspection and posting attendprit to this application. SIGNATURE OF 0WNER,U..�eM1;rVA11 Li WE - 0;� Owner/Applicant: B3 J! A_1�_r (�1ve�e5s Name & Figs+6Ke Avg. E Street Address Sea4t� W A QSI09 City State Zip Telephone: (2 M) 9 3_:� - q 5 3 (o Email address (optional): Critical Areas Checklist.doc/3.19.2001 Applicant Representative: Tmaudwv_ boll Name V 42.E Pon+IUS A¢. N , , #2DQ_ Street Address 504k_ w A %10 9 City State Zip Telephone��\\')9531D f Email Address (optional): 1Q OO1ey 15o M81 a I Gai• CA File No: *iticaI Areas. Checklist0 Site Information (soils/topography/ hydrology vegetaiioo. 1. Site Address/Location:` w4 9+v% Avx- 0 2. Property Tax Account Numberi- 4 VIs U01 00 00 3. ApproximaW Site. Size (acres or square feet): 4. Is this site currently developed? yes; no. If yes; how is site developed? 0Wj0rAlfN1V0,\ 0550CAI-11-AC18 vy-, p* 5. Describe the general, site topography. Check all that apply. Flat: less than 5-feet elevation change Oyer entire site. Rolling: slopes on site generally less than 15 % .(a vertical, rise of 10-feet over -a horizontal di - stance, of 66-feet). f /9 and less than. 30 % 10-feet Hilly_slopes present on site o more tfiiinAV vertical rise of over.a horizontal distance of 33 to, 66-feet). Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round'standing'Wate.n. 140 Approx. Depth: 7. Site contains areas of seasonal standing water:- KO Approx. Depth: What season(s) of the year? 8. Site is in the floodway floodplain RO of a watercourse. 9. Site contains a creek or an area where water flows across, the grounds surface? Flows are year-round? 0 -Flows are seasonal? No (What time of year? 10. Site is primarily: forested meadow. V4 0 ;shrubs 'W.0 mixed No urban landscaped. .(Iawn,shriibs etc). 11. Obvious wetland is present on site: L 40 77:7" 0TMN'P "tF11 V Uca leg_1MZ4.tiS 0 OT 0 .5 Aiek-6n4ii Wotor. or - - Critical"..Uea!!�, map, cucates-*PM' 'y _4 a P, o'. 1 "thiii 'd 'W'�Ar6"" b�sideni "ce 'I"diliO64644.i 4, J A J Y 0 Y �,io- -1.2 latr.' Critical Areas Check] ist.doc/3.19.2001 4j- VYXlGV-o 1_0�_lif PLANNING DATA Commercial / Mulffamily Proiects SITE ADDRESS: r ' 4 `I - - +�'I/1 -AV / V ZONING: USES) PROPOSED: W!y-4ess Gl t ALLOWED?: LEGAL NONCONFORMING LAND USt DETERMINATION ISSUED (Y/N) CUP File: To Allow What Uses?: ADB FILE #: PARKING: � / C,,---,- V4 Use: No. Spaces Required: X (floor area, ,# employees, etc.) = Use: No. Spaces Required: X (floor area, # employees, etc.) = Use: No. Spaces Required: X (floor area, # employees, etc.) = Use: No. Spaces Required: X (floor area, # employees, etc.) _ Total Required: Actual Provided: SETBACKS: Required Setbacks: Front: Left Side: Right Side: Rear: Actual Setbacks: Front: Left Side: Right Side: 'Rear: Street map checked for additional setback required? (Yes/No) MAXIMUM FLOOR AREA: Maximum Allowed:. Actual: BUILDING HEIGHT: Maximum Allowed: Actual Height: Modulation Allowed?: Modulation Height: Datum Point: Datum Elevation: Elevator Penthouse > 3 feet over height limit? If so,VAR# z LANDSCAPING: Matches ADB approved: Bid Provided? Bond Amount (100% bid): z CRITICAL AREAS #: SEPA DETERMINATION: z X SHORELINE REQUIRED?: m Continued ... 1: \library\^PlandatNewComm.doc DATE: PLAN CHK#: NAME OF BUILDING PERMIT APPLICANT:. PROJECT DESCRIPTION: ADB FILE #: OR DATE WAIVED: PLANS MATCH APPROVED PLAN: SUBDIVISION: LOT AGGREGATION REQUIRED?: REDUCED SITE PLAN (8.5X11) PROVIDED FOR STREET FILE? OTHER: Plan Review By: 1 Al ibrary\^P1andatNewComm.doc -*-ST EET R.LE � CITY OF E ®M O `� O S HARVE H. HARRISON RT„ 200 DAYTON ST. • EDMONDS, WASHINGTON 98020 • (206) 775-2525 MAYOR DEPARTMENT OF PUBLIC WORKS August 11, 1981_ Mr. R. D. Howard Project Engineer Department of Transportation 19815-Scriber Lake Road Lynnwood, Washington 98036 Dear Mr. Howard: SUBJECT: SR 524 IMPROVEMENT THIRD AND CASPER TO 11TH PLACE NORTH We have attached a f copy o the City of Edmonds slo asement'given by the Sundstone Condominium at 141 - Ave North. 0 You may proceed with the construction of the slope and installation of a four foot wide concrete sidewalk at that location. If you have any questions, please contact Bill Nims of.the Engineering Division at 771-3202. Sincerely, S E. ADAMS Acting Director of Public Works Ar CH DT S L 0 P E BAS E'MI..,or In the Matter of SR 524, Edmonds ict. SR 104 to 76th Ave. W. KNOW'ALL MEN BY THESE PRESENTS, that the grantor, The Sundstone, an Association of Condominium Owners, for an in consideration of thirty-five hundred dollars.($3500.00) aiid other valuable consider- ation for, payment for improvements, grant: to the CITY OF EDMONDS, a Municipal�Corporation, a permanent easement for the installation and maintenance of a slope for cuts or fills on the following described property, and the further right to remove trees, bushes, undergrowth, and other obstructions interfering with the construction and mainten- ance of said slopes. the County described The easement and right-of-way hereby granted is located in of Snohomish, State of Washington, and is more particularly as follows: The, south eight (8) feet in width of Tract 2, Wallace Tracts, accord- ing to plat recorded in Volume 12 of Plats, Page 7, records of Snohom- ish County, Washington; also known as a portion of the common areas,of The Sundstone, an Association of Condominium Owners; Volume 32 of Plats, Pages 10 to 13, inclusive, records of said county. It is understood and agreed that, in the event the grantors, their heirs, or assigns, shall „excavate and/or place an embankment upon the area !� covered by this slope easement to the level of the grade of the above mentioned highway abutting thereon, all rights of the grantee herein 06 shall cease and terminate. The lands herein described contain an area of three thousand two hundred n_ seventy-two (3272) square feet, more or less, the specific details con- cerning all of which are to be found within that certain map of .definite location now of record and on file in the office of the Secretary of Transportation at Olympia and bearing date of approval October 31, 1980. The grantors herein further grant to the CITY OF EDMONDS, or its agents, the right to enter upon the grantors' remaining, lands where necessary to maintain said slope. The undersigned hereby agree to convey s:0.-d easement upon receipt of payment. - (� Dated this �_ d.a.y of ;:�.G.C��.C./ 19 D THE SUNDSTONE, an Association of Condominium Owners. 13�/� J STATE OF WASHINGTON, ) ) ss.. County of Snohomish ) 1 J On this day of ,z,[.t.before me, the . undersigned, a Notary P blic in and tor thetaStat-e of Washington, duly commissioned and w n, ersonall a eared �- ���c LL.�-�_7� Ks p pki z..� . �l-�" �. L- and:lJ-c , —and--- resp.e�tively of e-association that executes the foregoing instrument, andtacknowledged the said instrument to be the free and voluntary act and deed.,of said'association for the uses and purposes therein mention- ed,,and;on oath stated that they are authorized to execute the said instrument and -'that the seal. affixed is the corporate seal of said t �litness `,tiny hand :'and ; official seal hereto affixed the day and year, firs' ahp'v� written: �10 Not ry Public -�ztnd for the State o�f 'shin .Con tresiding a vbL- 79 AGRE EMENT TO A DECLARATPN We, the undersigned owners of units in The Sundstone, a condominium - recorded in Volume 32 of Plats, Pages:.. 10 through 13 inclusive, records of'Snohomish County, declare that we grant an easement to the City of Edmonds for mutual benefits of all concerned over the condominium common property. We, by this instrument, give our approval, consent, and power of attorney to the Board of Directors to execute and convey and grant an instrument of easement to the City of Edmonds.and GTNW of the North- west. Dated this _ 3'�`�day of Apt / eq j Apt. b•� Apt . '163 Apt. Apt. 16 Apt. o % Apt Apt. Apt. ;o Apt. ) SJ ,Apt / Apt. �0 2 Apt Apt. Apt• 0 5 State, of Washington ) )ss. County of Snohomish ) 0n this jam.',' day of ( �. /y,f� before me personally appeared .to me,known to be the individuals described in and who executed the fore- going instrument, and acknowledged that they signed and sealed the same . as their free and voluntary act and deed, for the uses and purposes therein mentioned. Given under my hand and official seal ,the day and year last .above written`: NotaPub tic Washif?gton in an o Sate RECEIVE;. AU G 12 1981 Residing g at ff.j. ` r V 4tf i I J � *"TREET FILE � I IEr10 TO: FROM: SUBJECT: May 28, 1981 Duane Bowman Planning Division Jades E . Adams City Enaineet PROPOSED DEVELOPIMNT BEHI14D SUNSTONE APTS. BEHIND 1414 - 9T11 AVENUE NORTH! There does not appear to be any other access to the property. Therefore, I would not oppose a variance for access width. JEA:rm Attachment Oh Mar 02 04 09:03a T-Mobile USR 425-„9B-7470 P.6 03/02/2004 TUE 06:20 FAX 2064903839 ODELIA MAR-01-84 MON 12:12 PM THOMP� QH PRINTING:' 206s43 t31195 OWNER AUTHORIZATION AGREEMENT Market: Seattle Site Number. S_BO 1552 Site Nance: 01Ylmpic View Site Address: 1414 9's Ave Unit UM Zo 3 UMog ds. WA 98020 QJ 005/007 Re: Property described as) 414 2! AvtN. Edmonds_98020 (the "Fropcity") and is the owner of'the Property (the "Owner") and has the authority to outer into a lease nZecement with VoiceStream PCS III Corporation ("VoiceStream") concerning the portion of the Property that VoiceStream seeks to occupy. Owner hereby grants VoivoStream and its agents a revocable right to enter the Property to perform aoy reasonable tests that VoiceStream deems desirable to determine the feasibility of constructing and operating its contmunications facility upon the Property, including but not limited to 1) radio frequency testing; 2) soils testing; 3) on -site feasibility assessmont; and 4) titling of zoning applications (the "Access Righe), Owner may revoke the Access Right at any time by delivering written noticd to VoiceStream by certified mail. return receipt requested, at the following address: VoiceStream PCS III Corporation Attn; Leasing Administrator 12920 SE W St Bellevue, WA 98006 This notice will be effective three (3) days after actual receipt by VoiceStream, provided, however, that VoiceStreann may still enter the Property to rainove any equipment it has placed there. VoiceStreem agrees to repair any damage to the Property caused by VOiceStream's use of the Access Right. VoiceStream further agrees to indemnify, dc,*6d and hold Owner harmless from and against any and all damages, losses and expenses arising out of oe insulting from any claim, action or other proceeding that is based upon any negligent act or omission or willfut misconduct of VoiceStreem or its employees or agents, arising in connection with the Access iRiglit. EACH PARTY ACKNOWLEDGES THAT THE OTMR HAS MADE NO REPRESENTATIONS OR CO.vIMITMENTs THAT A LEASE AGREEMENT CONCERNING THE PROPERTY WILL BE ENTERED WT'O IN THE FUTURE. VOICESTREAM PCS III CORPORATION: By. "Lv� Name: FXic Shields Its: Area Dcvel prnent Manager Date: 3 -IL , 200`L Revised 8/Z= a.' INTN By: Name; 73YaMelrlo ri Its: fig '0VA*V'o0V6'Z Date: _ ! , 200_ Address: %�il/1L irfcirr��� � 7_ a3 q 14 EvAre, eg (� Tle/ r,ort•u AIOe]Ie clop Cw t .LLL IwL014RR LN LOC.TIPIe Ip MOIYTIPI TT TMe MMW q M�w.9O1ATe IMK [lep IiYED Tb.OwA01tU ..�NI:D I������� CLT wo I,pT eei KOOD e. muLo w L[enN uo.iecr, wno ea•.a Nsr mnwAc a 11'a wew L °ee Nm wenmepT .N..+,LwKw.. .. cL NOTES ¢ MoWle�� wLECADIPTIITY Tw I exCn-r M 198D7 NORTH CREE[ PARKWAY N .41,IM M R 0 M Y6T 110'T Mle[0. CtQ M SU TE IDI (/� WI f.fA R O 1wAn , euLL.m nuc*e ACGalcw R F- E 1 V E D ;G�.T at�eD r Su,. u v rui. HONBOTHE 14 WA 8- iataio. o .,L,a..w raM. mu' wtn*aN PHONE (,75) J76.ODD eweTNo dwKmL• APR 14 2004 PERMIT COUNTER 4%W � —A Yed IIe1eR T° A.. e�°"p'� o --------------- - --- I µ I ? I SUBMITTALS ----- - I - C a a Qo:,a . we ewT A.. I I To.>o i . �....,>a�.T..m �. �. .� • - .oew •lor-r I ©A I .. .... ........ eawvn Ni0. II r�lea•ewr. LN, hT. tW.M1.O1GE `/�•—_�I I L---------------------------------------...>...a..- �ewRrwma— NiowAwr PMET DRIVE - c pL7MPIC NEW �- Os 1414 9TN AVENIS N EDPIOND , WA 990W (61355]A) / 1 917E PLAN ENTE PLAN E� APPROVED BY PLANNING 37904 A-3 APR 13 2004 .� APPLICATION The;Cit of Edmonds ! nor Y STYE 1 IDE SEWER PERMIT EASEMENT No .............. NEW CONSTRUCTION` 0 _ REPAIRS • OWNER ..... %!/.;...... .-•___. ............................................. CONTRACTOR ...: ... / ..i Y... �.. __._ _.._._.. ..._ _........ PERMIT. No �-•---:�.,�_.._..% - ADDRESS _..---•---- . _....... __. _.... ?�2T LEGAL DESCRIPTION: LOT No BLOCK No. NAME OF ADDITION './•Y.c!-r-.".7!7 l�?.i. cif :*'l�j�!-.. ti!�'Sr /f/o //�e.G yv- 1'N. .. tY.:.%,61 %� • /I ' xYYroveuc ! , DATE --/ _14- +' Call PRospcct 6-1107 when work �'N CIVIC CTER WATE"EWER DEPAIILTMENT. �s ready for inspection. (No inspec- 0 lions $atardaY, Sunday or holidays.) SIDE SEWER. -,,PERMIT ADDRESS ......................... 941=Y`PUgeI... Dri Ye >'. .................. .............. - =.: - - OwivER.......... WaltJer P yne...........................- . --- CONTRACTOR ...... Roy -- Allen -------------------------------------------------- Perinission is granted ..__:_ SePteMher_._ll: _,.-.19..H., for .............. ........ days to REPAIR or CONNECT a side sewer with City Sewers -in accordance with application on file and governing ordinances. •?' . ATTENTION Is CALLED TO THE FOLLOWING: NOTE No—j—The owners of the property may obtain'a<permit to construct sewer• inside property line. A licensed Side Sewer Contractor must be employed to construct side sewer iii,streetarea. Do not cover'aay portion of sewer before it has been inspected. NOTE No. 2—Obtain full information regarding Ordinance 11.16.030 and Regulations governing side sewers when you 'get permit. NOTE No. 3—Top of side sewer must have at least,30 inches coverage at property line and 12 inches inside property line; minimum grade of 2%. No bends in grade sharper than W will:`"be permitted. . N^ No. 4—Trenches in street must be water.. set tiedIand surface of street restored to original condition. Contractors shall be responsible for failure due'to improper work whicli may develop within one year of.'ctimpletion. i _ant No. 5—It is'unlawful to alter or do any -other work than is provided for in the permit, or to doany work on the main sewer or its appur- tenances except to insert the pipe into the wye. C bAf City of Edmonds v��A°f E o�Ocn Site Classification Worksheet - Page 1 of 2 �"`. lg9� The project's Site Classification will dictate the specific stormwater management requirements applicable to your site. Completing this worksheet will help determine the amount of regulated impervious surface and whether your project falls into the classification of a Small Site (Category 1 or Category 2), or a Minor Site. Please reference the GlossM (pp. 10-11), Figures D and E, (pp. 8-9), and Examples (pp. 11-12), to assist with completion of this worksheet. 1) Is Permeable Pavement' Proposed For Use on this Site? ❑ Yes 0 No Refer to Stormwater Supplement Chapter 5.1 If YES, the subject area is to be considered impervious for initial site classification purposes. Include total permeable pavement area in the calculation of Non -Regulated, Replaced and/or New impervious surface areas in the table below. 2) Determine the Amount and Type of Existing & Proposed Impervious Surface for the Site Refer to Stormwater Supplement Chapter 2 and Fig. C Line 1: Identify the Non -Regulated Impervious Surface Area. Line 2: Identify the Replaced Impervious Surface Area, dividing the total between Exempt and Regulated; either or both may be zero. Note: For project classification purposes, Replaced Impervious may only be considered exempt under certain conditions. Refer to the Glossary and Figure D. Line 3: Identify the New Impervious Surface Area for your project. All impervious areas created post -July 7, 1977 or after the date of annexation into the City are regulated & should be included in this total unless they can be categorized separately as a Replaced -Regulated area. Line 4: Enter the sum of the total Replaced -Regulated plus the total New impervious areas. Line 5: Identify the total area currently mitigated by an existing city -approved stormwater management system. Line 6: Enter the sum of the value in Line 4 less the value in Line 5 to identify the total Regulated area in which stormwater controls have not yet been applied. Line 7: Identify the total area proposed to be mitigated through the use of Low Impact Development Techniques. Line 8: Identify the total area proposed to be mitigated through conventional Stormwater Management Techniques. ** Provide a copy of the following table on the drainage plan sheet for the proposed project ** Line Type Area (square feet) 1. Non -Regulated 21,380 Exempt Regulated 2. Replaced 0 0 3. 4. New (Post 1977) 444444 444 Total Regulated Impervious Area Mitigation required if in excess of 2000s + 260.65 - 260.65 5. /I//I/ 6. Total Area Mitigated by Existing Stormwater Management System(s) IIIII/IIII/I///////IIIII/III/IIIIII//////IIIIIIIIIII Regulated Area Not Yet Mitigated 0 = 260.65 7. Area Proposed to be Mitigated by Low Impact Development Techniques = 0 8. 1 Area Proposed to be Mitigated through Conventional SWM Techniques = 0 I (e.g. porous asphalt, porous concrete, paver blocks, concrete open celled paving grids, or plastic lattices filled with turf or stone) Revised on 310512012 E72-SWM _Erosion_Control-03.05.I R'ES U B Page 5 of 12 STAEEi FILE JUN=1=o13 BUILDING DEPARTMENT City of Edmonds Of ED&O& c? °, Site Classification Worksheet - Page 2 of 2 1 1g90 3) Determine the Total Area of Land Disturbing Activity 48.75 sf Refer to Stormwater Supplement Chapter 8 4) Determine the Quantity of Grading, Fill and/or Excavation 0.45 cy 5) Will the project convert 3/4 Acre or More of Native Vegetation to Lawn or ❑ yes 0 No Landscaped Area? 6) Identify the Watershed the Existing Site Runoff Discharges to Refer to Stormwater Supplement Chapter 2.3 Based on Site Location and Watershed Map — Figure-C. Check all that apply. A. ❑ Direct Discharge B. © Creek or Lake Basin ❑ Edmonds Way Basin ❑ Puget Sound Basin ❑ Puget Sound Piped Basin DETERMINE PROJECT CLASSIFICATION USING THE INFORMATION ABOVE AND THE PROJECT CLASSIFICATION CHART (Figure B, pg 4) ❑ Small Site - Category 1 ❑ Small Site - Category 2 IN Minor Site Stormwater Supplement Stormwater Supplement Stormwater Supplement Chapter 5 Chapter 5 Chapter 6 Revised on 310512012 E72-SWM_Erosion_Control-03.05.12.doc Page 6 of 12 APPROXIMATE SQUARE FOOTAGE OF ALL IMPERVIOUS SURFACES WITHIN PROPERTY BOUNDARIES EQUALS 21.381.73 SOFT APPROVED BY PLA NI G j TL® 00608300000203 PROPERTY LINE 140.00' --------------------- NGINEERING LEGAL DESCRIPTION: SECTION 13 TOWNSHIP 27 RANGE 3 QUARTER SE - THE SUNDSTONE A CONDOMINIUM - UNIT 101 TGW ASSIGNED PARKING & STORAGE TGW UND 7.5539R INT IN COM AREAS & FAC DESC IN DECL REC AFN 2155727, ADDENDUM TO DECL REC AFN 8111100073 & AMD DECL REC AN 9212210213 .,}� Date: x a-�+raat>as� �noYe� IMPERVIOUS SURFACE AREA ESTIMATE: *TO-1Wt1MpeXV1&WSUZ THE TED TOTAL AREA F THE PROPEWS IMPERVIOUS SURFACE (PATIOOPARKING. BUILDING. POOL PQ S•'!r /977 = 2CoQ, (ys' �,� . AND WALKWAYS) IS 21,380 SO -Fr. TLB 00608300000501 EXISTING ACCESS ROAD PROPERTY LINE 249.08' Gam. °G C. Cc n BUILDING AND PARKING LOT, CONSTRUCTED 20.DO' 1969bo 6 POOL AND DECK, — — CONSTRUCTED 1970 - PUGET DRIVE _ EXISTING ASPHALT I 1 PARKING L 3 OT 7 �J o I D o EXISTING ROOF TOP • ' pp t u I --� oaffilmrof EXISTING I :EXISTING BUILDING W/ CONCRETE` wa I.- AT&T EQUIPMENT WAL�KyW3AY/r' a ITLg 004278001 FO'00100 : (0.8 ACRES) .. .I. EXISTING � � GRASSY. © AREA 7 PROPERTY LINE 309.08' Applicant shall repair/replace all damage to I — — utilities or frontage improvements in City right-of-way per City standards that is caused or occurs during the permitted project. OWNER/CONTRACTOR IS SPONSIBLE ?�0 TLC 00860800000300 AID FOR EROSION CONDRAINACI_F I TL/ 00860800000400 APPROXIMATE LOCATION \— APPROXIMATE LOCATION EXISTINb OF SEWER UNE OF WATER LINE CRA AREA (PER HOA INFORMATION — —(PER HOA INFORMATION) - — EXISTING LANDSCAPE (TYP.) EXISTING PROPERTY LINE EXISTING ROCK RETAINING WALL TL® 0086530� TLd 00 000000DDDDDD�Zp 19 EXISTING AT&T EQUIPMENT AREA, CONSTRUCTED 2002 EXISTING OTHER CARRIER AREA, CONSTRUCTED 2004 EXISTING FENCE 6 1 LTA E, 0C:"T Tb TIM CX rY OF >I omwoPS A(.oNch TkM SM-nA 1000Psm-Ty uNt C11-624,1) TLs 00548900000102 RESUB JUN 21 2013 BUILDING DEPARTMENT CrTY OF EDMONDS at&t IMPLEMENTATION TEAM: WEsK COMMON/CAT/DNS I SITE ACQUISITION & PERMITTING TEAM: RYKA C(!iv51_'L- T ! NS A&E TEAM: �IA MORRISON HERSHFIELD 1 D900 NE 8th, Suite 810, Bellevue, WA 88004 Tek 425.451.1301 Fes 425289.5958 www.moITisonhelsMtetd.00m REGISTERED ARCHITECT ROBERT JERRY URA STATE OF WASHINGTON RA 8259 PUGET DNI SN61 1414 9TH AVE N EDMONDS, WA 98020 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET A/E PROJECT NO.: 8123047 DRAWN BY: DM REVIEWED BY: RL SHEET TITLE SITE PLAN SHEET \NUMBER 22"x34" SCALE: 1" = 40'-O" �� �� SITE PLAN i A * 1 11"x17" SCALE: 1" = 40'-0" 20 O O 0' J i./v �l IE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. mommm EDATE RECEIVED l�l��l� i I4M /A//&� � I CITY OF EDMONDS CONSTRUCTION PERMIT APPLICATION OWNER NAME/NAME OF BUSINESS m'I 'iayi HOA MAILING ADDRESS 14 01+y, Aveme.IJof-in CITY ZIP TELEPHONE EdmYr,A-, 9A020 1116-627j;--76511- NAME TR V. 5ndneefi r%o, ADDRESS 1-4 leSS 6LoihA une 2ol CITY ZIP TELEPHONE Stirfe-4 . G C. V3S -1LX I (X4 - 5-4 y - VLY I�"" I PERMIT EXPIRES USE PERMIT r��% ZONE NUMBER r_, i��h/ JOB assaK9}h a Of-i YN PLAT NAME/SUBDIVISION NO. LOT NO. LID NO. II T TT - LID FEE $ _aCePGP UBLIC RIGHT OF WAY PER OFFICIAL STREET MAP RW Pe Approved Permit Required Street Use Permit Req'd EXISTING PROPOSED Inspection Required Sidewalk Required REQUIRED DEDICATION FT Underground Wiring required METER SIZE I LINE SIZE NO. OF FIXTURES PRV REQUIRED YES 13 NO 17 REMARKS OWNERICONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE BY ulILA- I W FIRE REVIEWED BY C TY ZIP I �r Q TE NE AM VARIANCEOR CU SHORELINE OR ADP , 6. STATE LIC NS NUMBER EXPIRATION DATE Y SEPA REVIEW CO E ,. EXEMPT. SIGN AREA 1 ALLOWED ; PRC PROPERTY TAX ACCOUNTPARC 0 2 001ob ❑ NEW ® RE,SIDENTIAL t ❑ PLUMBING/ MECH LOT -COVERAGE ;.�f , REQUIRED SETBAi FROM .,ALLOWED PROPOSED SIDFr COMPLIANCE OR ®ADDITION COMMERCIAL ®r ❑ CHANGE OF USE - ' ' n PARKING ,> REOD;', <PROVIDED• ; LOT AREA P . NIN ' ❑REMODEL MULTIFAMILY^ SIGN , ❑ ❑ 'GRADING/ ❑ REPAIR EN,CSE ' > FENCE'., ❑ CYDS ® ( X_ FT) REMARKS OTHER ❑ DEMOLISH ❑ TANK ❑ i GARAGE RETAINING WALL'.- ' p ' FIRE'SOOINKLER i ❑ ❑.''ROCKERY.;., ❑ • r' vrid, x -r # /�� Mt CARPORT >i'k Y FIREALARM � c (TYPE OF USE, BUSINESS OR ACTIVrTY) EXPLAIN s+ CHECKED BY'•' TYPE P CONSTRUCTIONS i DATE DATE ECTION BOND ❑q& - POSTED am► t7 z z z z W 1 Qw' T.)- ;PROPOSED SETBACKS (FT.) I� FRO UR StpE REAR, O IEW D1 Y DATE g CW a (04yjrfa.en,'li NUMBER NUMBER OF CRITICAL - �r � ,/ 2 OF STORIES DWELLING' ' CY' NITS' I>�r4a"A" U-710 AREAS t"" NUMBER SPECIALINSPECTION REQUIRED) AREA t% s-, _ ., YES '. , e (s ; �., •. DESCRIBE WORK TO BE DONE PROGRESS.INSPECTIONS;PER'UBC 108/ O .. , .. De-a--npbon�; ; VALUATION I 11 OCCUPANT LOAD i INSPECTION REO'D 9 m .;1 Descilptiori FEE Description FEE ..51 Plari C Ikck . ; State Surcharge HEAT SOURCE GLAZING % N A LO �N SLOPE % Buildin ;hermit City Surcharge v PLAN CHECK NO: __ VESTED DACE lumbi Base Fee $s _ 2 /7 Mechanical THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO Grading g BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. Engr. Review � " �Q �/ZCZ PERMIT APPLICATION: ISODAYS Engr. Inspection PERMIT UMM 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS SEE BACK OF PINK PERMIT FOR MORE INFORMATION 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS Fire Review Plan Chk. Deposit j IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND Fire Inspection 16:;0 Receipt # ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY LandsCa a Ins Due FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE P P• Total Amt. NOR LIMIT IN ANY WAY THE CITYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION.' Recording Fee Receipt # ICATION; TT THE INORMATON GIVEN ES CORRECT, AND THAT I AM THE ACKNOWLEDGE THAT I HAVE ROWNER, OR ,THE DULY AUTHOR Z DFAG NTIOF APPLICATION APPROVAL THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- CALL This application is not a permit until signed by the TION; AND IN DOING 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 WASHINGTdN RELATING TO FOR INSPECTION receipt Is acknowledged In space provided. WORKMEN'S COMPENSATIO N,QSURANCE AND RCW 18.27. OFFICIALS SIGNATURE DATE SIGNATURE (OWNER OR EN DATE SIGNED 14-35) ~— f 0,6/ (1 Q ✓GJ� �� l 7 2-/ 771 -0220 REL Y f DA E ATTENTION EXT 1333 y IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- ORIGINAL - FILE YELLOW-INSP CT CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PINK - OWNER GOLD - ASSESSOR 09/03 PRESS HARD -YOU ARE MAKING 4 COPIES DATE RECEIVED /� PERMIT EXPIRES 1011 PERMIT ZONE CITY OF EDMONDS A NUMB R - JOB ADDRESS 1 +1 su1TE/APTB CONSTRUCTION PERMIT APPLICATION OWNER NAMM OF BUS EBB re�'e NTTss 5e rVI q4 PLAT NAME/SUBDMSION NO. LOT NO. LID NO. LID FEE S 15 F3 MAILING ADDRESS Q / I F gs�lR K e Av4 E PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP roved roved TESCP AppRequired RW CPPerrrAtApproved (D EXISTING PROPOSED Street Use PemrH Req'd Inspection Required CI Sidewalk Required 13 CITY ZIP TELEPHON O(O Sa444 el (AN05 GGcc//�� I� �G� REQUIRED DEDICATION Fr Underground Under required 0 METER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED r.7 NAME �•�` TR K En I n @�,YI n• 13 YES 0 NOUA U C ADDRESS �� 1p REMARKS OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE z Q� ( (.� W �20I em r Ct ZIP `�UYYe BC Y35 7)Q TELEPHONE 6-R-345 -40415 NAME /fie j � I CBL q ; , • .._. s s C 7 '.? REVIEWED BY DATE W • v� t✓1 ., . / `J ENGINEERINQ v y ADDRESS 4ie �N FIRE REVIEWED BY DATE CITY Zip, TE PHONE + ^. O I4 VARIANCE OR CU SHORELINE OR ADBC, Y INSPECTION REO'D BOND POSTED STATE LICENSE NUMBER EXPIRATION DATE CHE BY ,��'• I� YES ONO $ Ueej\jSEPA - REVIEW COMPLETE EXEMPT SIGN AREA; ALLOWED ` PROP SED HEIGHT •`ALLOWEe PROPOSE �%� R PROPERTY TAX ACCOUNT, PARCEL NO. : -UllO O 4'L �- , I - 001 8 ' v `� EXP 9�1 A 1`i /' / "' ' LEA N �J t7 .'i, ❑ NEW •❑ RESIDENTIAL ❑ PLUMBING / MECH LOT COVERAGE ALLOWED PROPOSED REQUIRED SETBACKS (FT):. FRONT SIDE REAR !PROPOSED SETBACKS (FL) FRONT L/R SIDE REAR -COMPLIANCE ❑ ADDITION COMMERCIAL OR ❑ CHANGE OF USE a I z = PARKING REOD I PROVIDED LOT AREA P G R EW B DATE �l�D ❑ REMODEL - `-., ❑ MULTIFAMILY ❑ SIGN g ❑ REPAIR ❑ GRADING C,DS ❑ FENCE X FT) REMARKS ❑ DEMOLISH ❑ TANK jzzmQCIIl7'� GARAGE RETAINING WALL FIRE SPRINKLER ❑ ❑ ❑ FIRE ALARM _ CARPORT ROCKERY RE (TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIPL / an1V(1/1 - c� CHECKED BY TYPE OF CONSTRUCTION CODE OCCUPANT �'��/2 GROUP NUMBER OF %�� NUMBER OF DWELLING -CRITICAL - AREAS .�� /g V` u� G SPECIAL INSPECTION AREA OCCUPANT LOAD O STORIES ' v UNITS NUMBER REQUIREDS DESCRIBE WOA TO BE DONE • Ds+a 11"(Sn M pac,I II REMARKS PROGRESS` INSPECTIONS PER`USIC"108/FINAL INSPECTION REQ'D _ 9 ©-f icyo m VALUATION. Description FEE Description FEE Plan Check ,.�R96e)_ State Surcharge HEAT SOURCE GLAZING %^^hr jLOTfSLOPE % '.Building;Permit 1�7 City Surcharge F P PLAN CHEC N VESTED DATE "'Plumbing .1 loo� Mechanical THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO t BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC Grading 3 DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. Engr. Review PERMIT APPLICATION: 180 DAYS u PERMIT LIMrP. 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS Engr. Inspection SEE BACK OF PINK PERMIT FOR MORE INFORMATION De posit e 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS Fire Review Plan Posit IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY -OF EDMONDS. WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND Fire Inspection Receipt # Q ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY y, S FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE �ndsca a Ins / 3v S DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE P P• Total Amt. Due = NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION., Recording Fee Receipt # 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. 1 AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- CALL This application is not a permit until signed by the TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED Building Official or his/her Deputy: and Fees are paid, and IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt is acknowledged in space provided. WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. OFFICIALS SIGNATURE DATE TORE (OWNER O G DATE SIGNE L Z- � 771 0220 RE D ATTENTION' M 1333 A=1y IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL=44&2 A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- ORIGINAL -FILE •YELLOW-INSP CTOR CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PINK - OWNER • GOLD - ASSESSOR 04102 PRESS HARD -YOU ARE MAKING 5 COPIES GREEN -ACCOUNTING PERMIT EXPIRES W,4 4 CITY OF EDMONDS ZONEA.41 PERMIT R --D . CONSTRUCTION PERMIT APPLICATION JOB SUITE/APT# ADDRESS 1� 1 —1 AvL OWNER NAME/NAME OF BUSINESS v /T 11 Wiee Ip� 5 rv' i -) PLAT NAME/SUBDIVISION NO. LOT NO. LID NO. W MAILING ADDRESS `-•-i7 G ��J LID FEE f PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP RW Pa it Required o !� i psi -lake Avg- R� Parsee Ra4eaa� Street Use Pamdl Ra9b EXISTING PROPOSED inspection Required 13 CITY ZIP T EPHO E Sidewalk Required � spa �-la e q 6103 20� q �,�g g�4 REQUIRED DEDICATION FT UW=1' ama wlnng required o NAME METER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED C7 IRK I, I�J�I I YES ❑ NO ❑Ix ul t JEDRESS REMARKS a - O' �� _ /_ /,i -h �1 OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE Q— 6 \l/ fir. W CITY ZIP TELEPHONE ire $ C V35�x I S-1-1-546-4'045 NAME CBLsN �' &7j,5-r 11�11's 2 t ENGINEERING REVIEWED BY DAYE a ADDRESS �" �/ !! 10 F.. 9 at�&, is � FIRE ,,REVIEWED BY yi DATE W CITY ///////^Z////��II /P/f T EPHONE O qgVi fry t 1. 4 U. STATE LICENSE NUMBER EXPIRATION DATE C D BY VARIANCE OR CU ' SHORELINEORADB#k.,INSPECTION BOND bfj�, IAC6-62-10 SEQONO i1 A-s POSTED J I� SEPA REVIEW SIGN AREA `.r' HEIGHT a PROPERTY TAX ACCOUNT, PARCELI O. COMPLETE E E PT ALL WED PROP SED ALLOWED PROPOSED EXP 004�2`78 00-001. LOT COVERAGE REQUIRED SETBACKS (FT)Z "PROPOSED SETBACKS (FT.) ❑ NEW p ❑ RESIDENTIAL ❑ PLUMBING / MECH ALLOWED PROPOSED FRONT SIDE . REAR FRONT UR SIDE REAR O COMPLIANCE OR I z ❑ADDITION r COMMERCIAL,' �1�r61 ❑ CHANGE OF USE �" ! >;. _ PARKING LOT AREA P G REVI DATE g ❑ REMODEL %' ❑ MULTIFAMILY ❑ SIGN'.. READ PROVIDED 1`� a GRADING. DS FENC ❑ REPAIR ❑' ( X Rio FT) REMARKS ❑ DEMOLISH ❑ TANK ❑ OTHER GARAGE RETAINING WALL �. u FIRE SPRINKLER C ❑ CARPORT ❑. ROCKERY .. ", ❑ FIRE ALARM;.' (TYPE OF USE. BUSINFPQ — A—VITYI EXPLAIN / II 1�V1 a CHECKED BY, TYPE OF CONSTRUCTION CO' i/ OCCUPANT GROUP Icy I c NUMBER NUMBER;OF CRITICAL" 7 —7 OF DWELLING I AREAS d O`er SPECIAL INSPECTION AREA OCCUPANT OSTORIES UNITS s- ✓✓✓ NUMBER REQUIRED YES LOAD DESCRIBE WORK TO BE DONE chNnlinK REMARKS _ Ti'54aa a-fion OF - _ - PROGRESS' INSPECTIONS PEW UBC108/FINAL INSPECTION REO'D 9 �enc� w s l �r�� ,Sfieuclr, 44 b FV 1nArxAW #.371of VALUATION $ Description FEE Description FEE 6� b Plan Check „' '.y `� ` State Surcharge HEAT SOURCE GLAZING % .mow ''LOT41LOPE % •Permit p City Surcharge Ouilding s. PLAN CHECK O: VESTED DATE Plumbing,s `r Mechanical THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO t BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC 2 DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE Grading SEPARATE PERMISSION. � Engr. Review W PERMITAPPLICATION: 180 DAYS n PERMIT LIMM 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS Engr. Inspection SEE BACK OF PINK PERMIT FOR MORE INFORMATION 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS. ASSIGNS AND SUCCESORS Fire Review 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 Inspection Receipt N Q ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY S FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE a Ins S DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE sca P P• Total Amt. Due 11 = NOR LIMIT IN ANY WAY THE CITY s ABILITY TO ENFORCE ANY ORDINANCE PROVISION.' ON Recording Fee Receipt q GIVEN HEREBYACKNOWLEDGE CORRECT., AND THAT I AMVTHE OWNER, ORPTHE TDU Y AUTHORIZED ION: THAT THE FAGENTTIOF APPLICATION APPROVAL THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- CALL This application is not a permit until signed by the TION; AND IN DOING 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 COMPENSATION INSURANCE AND RCW 18.27. GATE SIGNED ( (OWNER OR AGEOFFICIALS SIGNATURE DATE %ITN TUBE NT) i9 1131 Q002- S 77 ♦ 1 -020220 RE S Y ATE ATTENTION EXT 1333 _ ` IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- ORIGINAL -FILE YELLOW • INSPE oR CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PINK -OWNER • GOLD -ASSESSOR 04/02 PRESS HARD -YOU ARE MAKING 5 COPIES GREEN -ACCOUNTING INGRESS/EGRESS FROM 9TH AVE N 1 I OVERALL SITE PLAN i i i T-MOBILE PROJECT AREA DRAWING LEGEND — — — — — — SUBJECT PROPERTY LINE — — — — — ADJACENT PROPERTY LINE COAX COAX ROUTE HYBRID HYBRID CABLE ROUTE EXISTING FENCE X xxx ELEVATION MARKER X XX. DETAIL REFERENCE X XX.X SECTION MARKER COMMON ABBREVIATIONS (E) EXISTING (N) NEW ABBREVIATIONS CONTINUED (TYP) TYPICAL ON SHEETGNI.0 (E) OTHER CARRIER EQUIPMENT (E) 6'-0" TALL CHAIN -LINK FENCE W1 BARBED WIRE AND SIGHT OBSCURING SLATS (E) T-MOBILE EQUIPMENT CABINETS MOUNTED TO CONCRETE PAD (E) T-MOBILE H-FRAME WITH METER BASE AND UTILITY CABINETS (E) T•MOBILE CABLE TRAY (E) OTHER CARRIER EQUIPMENT APPROVED FIRE ,DEPAR 3' MEN STREET FILE Zone (> (Comer X 13 l,D 2. � age Setbacks SHEET TITLE R faired �, ual CC'�� Front OVERALL Sides---..��. � 16.16• Rear --A G 6 JUL 13 2015 SITE PLAN TN MN Other DEVELOPMENT SERVICES ','TR. CITY OF EDMONDS W E He -Height ® SHEET NO. S A1.0 SCALE: 1" = 60'-0" (11X17) 0' 3D' 60' 120' SCALE: 1" = 30'-0" (22X34) • • • -Mobile •° CASCADTA',.PM Precision Pm jmm Management CENTERLINE SOLU71ONS WAS1y�� -51 . �rONAL� 06/15/2015 CPM PROJECT NO.: 8698 PREUMINARY NO. DATE D/C DESCRIPTION 0 04-27-15 RH/MS 90%CDREVIEW SUBMITTAL NO. DATE D/C DESCRIPTION 0 06-15-15 JG/MS BP SUBMITTAL SITE NAME: OLYMPIC VIEW / SUNDSTONE SITE ID: SE01552A SITE ADDRESS: 1414 9TH AVE N EDMONDS, WA 98020 I I r NOTE: THIS IS NOT A SITE SURVEY. ALL PROPERTY BOUNDARIES AND ORIENTATION OF TRUE ' NORTH HAVE BEEN OBTAINED FROM A PLOT MAP AND PREVIOUS DRAWINGS PROVIDED TOCEI BY AT&T AND ARE APPROXIMATE. SITE ACCESS j, i I..... J - - TL# 00608300000501 ADJACENT ZOI�IING 1 RESIDENTIAL' I A•1.1 _ _ PROPERTY LINE 249.08 TL#00608300000203 ' _ _ _ 1 ADJACENT ZONING ADJACENT_ ZONING] \ i FIH RESIDENTIAL RESIDENTINTI AL ) I z ! zo.oa`� J tl L._ I I (p W I (E) ROCK I a (E)ASPHALT RETAINING WALL —' PARKING LOT - <: WI PROPERTY LINE (E) AT&T EQUIPMENT AREA W/ 140.00 _ _ ` _ \` ` s' J% !r_� /I~y WOOD FENCE ENCLOSURE QI I. — -- ❑ z¢ I TL# 006653000OD100 �;i.__�-. —. ,�- I �• o� ft ' �� \\JJJ ;`� I I TL# 00865300000200 01 X I PROPOSED REPLACEMENT PANEL ANTENNA, -LJ__._.._�. ,� ^ ~' 1 0;�I �. , (i II CONTRACTOR TO MODIFY ANTENNA o MOUNTING HARDWARE TO SUIT NEW PANEL ANTENNAS (TYP OF 3 PLCS) i uIl . I . I' it } (E) GRASS AREA , :. I i — — r �y 13 iVZ I �� lul oI I TL,# 00427800100100 / t . \ > I a) ...... I 35,985 SCI FT :a I (0.8 ACRES) al 1 (E) LANDSCAPE (TYP) ' — (E) SWIMMING POOL T (E) FENCE ,�-q; ". ROPF�RTY LINE 309.08'_ :rf•..,t• ��M; �•.1�+v +„yy :+.t-.` •w�."rf•>'+^fnnl�rJti-Mhnf�: , ag�xe�d a sc ----------- ��-��---- � tf� `�e`��.it� �,arSS�� .. :...................................................._..._.._. ...._...._ .......... ............... ..............._..._... --........- _ ..__............................_................................. (E) SIDEWALK — = -- - - - -- PUGET DRIVE _ _ - — - ...... ............ .._............... ........... ._......................... .. �.............._.__..._.....-- "'lone done _ Comer_Fla&_ j — - - - --- _-- - - — I b e it Actual _ --- - — _ -- - — - - — _ �_ — I Front r.. - " ADJACENT ZONING Sides RESIDENTIAL I Rear Other Height ' 00300 TL# 008608000 I I. i TL# 00860800000400 1 SITE PLAN I 22x34 SCALE: 11 = 20'-W 11x17 SCALE: 1' = 40'-0- TL# 0054890D000102 APR 28 2009 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS STREET FILE 4 1 at&t Your world. Delivered. PROJECT CONSULTANTS: GoodmanNetworks PLANS PREPARED BY: `„� a oanleriRs' oowE 16928 WOODINW LE-REDMOND RD NE SUITE 210 4V000INVILLE LVA0072 PHONE 426 467 1732 FAX 42S 487.1734 EMAIL csig" r[wr5:: sergrcom WWVd CORNERSTONE•ENGR COLT r• PROJECT INFO; I' ISSUED FOR: [IREV:=DATE: CONSTRUCTION =DESCRIPTION:=BY.=CK -_-1 Q 03 25-09 RE -ISSUE FOR CONSTRUCTION JRF MWO Q03-09-09 CONSTRUCTfON DMO MWO A 02-24-09 ISSUE FOR CLIENT REVIEW JRF MWO DRAWN BY: CNK.:=APV.: rJRF MWO I MWO L I CURRENT ISSUE DATE: 03-25-09 I LICENSURE; ►AAA1 °JR,L W. oV •:�� �` S�3a l °S I EXPIRES-02/iSHD���' :DRAWING INFORMATION: DO NOT SCALE DRAVONGS CONTRACTOR MUST VERIFY _ ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS ALL PREVIOUS ISSUES OF THIS DRAVA"G ARE SUPERSEDED BY THE LATEST REVISION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN VAMICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED :DRAWING TITLE: SITE PLAN 1 :DRAWING NUMBER: A-1 1 CEI JOB NUMBER: 09-69015 ,t . PLANS" NU 3 F- "', C'.I: 4 F=-7-pi I PROJECT INFORMATION I PROJECT DESCRIPTION: AT&T MOBILITY PROPOSES TO MODIFY AN EXISTING UNOCCUPIED TELECOMMUNICATIONS FACILITY WITH THE ADDITION OF A 16'-3' x 3'-0' CONCRETE PAD EXTENSION AND RELOCATION OF EXISTING EQUIPMENT CABINET IN THE EXISTING AT&T FENCED LEASE AREA APPLICANT: AT&T MOBILITY RTC BUILDING 3 16221 NE 72ND WAY REDMOND. WA 98052 SITE INFORMATI ZONING CLASSIFICATION: RSW-12 & BN (RESIDENTIAL) BUILDING CODE: 2009 IBC CONSTRUCTION TYPE: V-lHR OCCUPANCY: R-1 JURISDICTION: CITY OF EDMONDS CURRENT USE: TELECOMMUNICATIONS FACILITY PROPOSED USE: TELECOMMUNICATIONS FACILITY SITE LOCATION: LATITUDE: 4T 49' 18.3' N LONGITUDE: 127 21' 57.9' W TOP OF STRUCTURE AGL: 46'-2' BASE OF STRUCTURE AMSU 102.1- PROPERTY OWNER: SUNDSTONE CONDOMINIUM HOA 1414 9TH AVENUE N EDMONDS. WA 98020 CONTACT: EARL THOMPSON PH: (425) 697-6933 (H) PH: (206) 409-4205 (C) BUILDING CODE COMPLIANCE: ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT CONDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS 15 TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: WASHINGTON STATE AND LOCAL BUILDING CODES WITH THE FOLLOWING REFERENCE CODE: • 2008 NATIONAL ELECTRIC CODE (NFPA 70) • 2009 INTERNATIONAL BUILDING CODE (IBC) • 2009 INTERNATIONAL MECHANICAL CODE (IMC) PARCEL 00427600100100 !i S � of S.dWJflLUluf'fmft IYJC�fl�R ing Depa e®O A GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. PROJECT TEAM PROJECT CONSULTANT— PROJECT CONSULTANT— SITE ACQUISITION & PERMITTING PROJECT CONSULTANT — A&E IMPLEMENTATION TEAM WESTOWER COMMUNICATION INC. RYKA CONSUILTING 7525 SE 24TH STREET, SUITE 500 918 S. HORTON ST.. SUITE 1002 MORRISON HERSHFIELD CORPORATION MERCER ISLAND, WA 98040 SEATTLE. WA 98134 SUITE 810 10900 NE 8TH. STREET CONTACT: SYLVIA RANDAL CONTACT: JESSICA PIERCE BELLEVUE, WA 98004 PH: (425) 941-5941 PH: (206) 200-8333 CONTACT: ROY LORETE PH: (425) 289-5922 RLORETEOMORRISONHERSHFIELD.COM at&t h` PHb"i;ED SY PLAMIMIG PUGET DRIVE SN61 1414 9TH AVE N EDMONDS, WA 98020 VICINITY MAP Ces:n� i i+a'n 41'arf.9_ 3�� -N ,I hA E..a.ago� naroin SITE I� Ij clib L DRIVING DIRECTIONS FROM REDMOND OFFICE: I TURN RIGHT ON NE 73RD WAY. TURN LEFT ON 163RD PL NE. TURN LEFT ON NE 74TH ST. TURN RIGHT ON BEAR CREEK PKY. TURN LEFT ON LEARY WAY NE, GO OAMI. TURN RIGHT ON 159TH PL NE, GO 0.3 MI. TURN LEFT ON REDMOND WAY (WA-908), GO 1.7 MI. CONTINUE TO FOLLOW WA-908, GO 0.9 MI. TAKE RAMP ONTO 1-4-05 N, GO 12.2 MI. TAKE THE SEATTLE/LYNNWOOD EXIT ONTO 1-5 S. GO 1.1 MI. TAKE EXIT ®181/LYNNWOOD/196T:1 ST SW ONTO 196TH ST SW (WA-524), GO 3.8 MI. CONTINUE TO FOLLOW WA-524, GO 0.7 MI. BEAR RIGHT ON PUGET DR, TURN RIGHT ON 9TH AVE N. ARRIVE AT 1414 9TH AVE N, ON THE RIGHT. I I APPROVAL DATE SIGNATURE APPROVAL DATE SIGNATURE RF ENGINEER: LANDLORD: RF MANAGER: SITE ACQUISITION: OPPS MANAGER: ZONING AGENT: CONSTR MANAGER: PROJECT MANAGER , NSB MANAGER: CONSTR MANAGER: TRANSPORT: EQUIP ENGINEER: COMPLIANCE: REVIEWERS SHALL CLEARLY PUCE INITIALS ADJACENT TO EACH REDUNE NOTE AS DRAWINGS ARE BEING REVIEWED DRAWING INDEX PROPRIETARY INFORMATION J THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. A/y'�'/1/ SHEETI DESCRIPTION IREV. T-1 TITLE SHEET 1 G-1 GENERAL NOTES 1 G-2 GENERAL NOTES & SYMBOLS 1 C-1 SITE PLAN 1 A-1 PARTIAL ROOF PLAN 1 A-2 EXISTING & PROPOSED COMPOUND PLANS 1 A-3 CONSTRUCTION DETAILS 1 LEGAL DESCRIPTION SECTION 13 TOWNSHIP 27 RANGE 3 QUARTER SE - THE SUNDSTONE A CONDOMINIUM - UNIT 101 TGW ASSIGNED PARKING & STORAGE TGW UND 7.5539% INT IN COM AREAS & FAC DESC IN DECL REC AFN 2155727, ADDENDUM TO DECL REC AFN 8111100073 & AMD DECL REC AFN 9212210213 Rif EP R N MJE ELO'i'V404tI SEI*t1'I''E'Ill cITYOF EDNl0WDS A/C AIR CONDITIONING HORZ HORIZONTAL PLYWD PLYWOOD AGL ABOVE GROUND LEVEL HR HOUR PROJ PROJECT APPROX APPROXIMATELY HT HEIGHT PROP PROPERTY HVAC HEATING PT PRESSURE TREATED BLDG BUILDING VENTILATION RED REQUIRED BLK BLOCKING AIR CONDITIONING RM ROOM SHT SHEET CLG CEILING ID INSIDE DIAMETER SIM SIMILAR CUR CLEAR IN INCH SPEC SPECIFICATION CONC CONCRETE INFO INFORMATION SF SQUARE FOOT CONST CONSTRUCTION INSUL INSULATION SS STAINLESS STEEL CONT CONTINUOUS INT INTERIOR SR STEEL IBC INTERNATIONAL STRUCT STRUCTURAL DBL DOUBLE BUILDING CODE STD STUD DIA DIAMETER SUSP SUSPENDED DIAG DIAGONAL LBS POUNDS ON DOWN MAX MAXIMUM THRU THROUGH DET DETAIL MECH MECHANICAL TNNG TINNED DWG DRAWING MTL METAL TYP TYPICAL MFR MANUFACTURE EA EACH MGR MANAGER UNO UNLESS NOTED OTHERWISE ELEV ELEVATION MIN MINIMUM ELEC ELECTRICAL MISC MISCELLANEOUS VERT VERTICAL EQ EOUAL RO ROUGH OPENING VIF VERIFY IN FIELD EQUIP EQUIPMENT EXT EXTERIOR NA NOT APPLICABLE W/ WITH NIC NOT IN CONTRACT W/O WITHOUT FIN FINISH NTS NOT TO SCALE WP WATER PROOF FLUOR FLUORESCENT FLR FLOOR OC ON CENTER FT FOOT OD OUTSIDE DIAMETER GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GRND GYP BD GROUND GYPSUM WALL BOARD •x,p �j I1 E� � 9 r V ®C E I N at&t IMPLEMENTATION TEAM: WEST T wjffK COMMUN/CAT/ONS SITE ACQUISITION & PERMITTING TEAM: A&E TEAM: 1RYKA CONSULTING rrli MORRISON HERSHPIELO 11D900 NE 8tlL Suite 810, Bellevue, INA 98OD4 Tat 425.451.1301 Fax 425.289.5956 www.monisonhershfield.com REGISTERED ROBERT JERRY LARA STATE OF WASHINGTON RA 8259 UGET D SN61 1414 9TH AVE N EDMONDS, WA 98020 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE TITLE SHEET SHEET NUMBER T-1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. GENERAL NOTES: 1. THE CONTRACTOR SHALL NOTIFY TOWER NETWORK CARRIER OF ANY ERRORS, OMISSIONS, OR INCONSISTENCIES AS THEY MAY BE DISCOVERED IN PLANS, DOCUMENTS, NOTES, OR SPECIFICATIONS PRIOR TO STARTING CONSTRUCTION INCLUDING, BUT NOT LIMITED BY. DELIOUTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERROR, OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE MEANS OF CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER. 2. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR HAVING BEEN AWARDED THIS PROJECT SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN WRITING. 3. FOR COLLOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BID WALK. 4. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR, AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE PROJECT AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL 5. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY CONFUCTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. 6. DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCE. TOWER NETWORK CARRIER IS NOT RESPONSIBLE FOR ANY ERRORS RESULTING FROM THIS PRACTICE WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS. 7. OWNER, CONTRACTOR, AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER SHALL MEET JOINTLY TO VERIFY ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. B. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 9. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. 10, THE CONTRACTOR SHALL PROVIDE TOWER NETWORK CARRIER PROPER INSURANCE CERTIFICATES NAMING TOWER NETWORK CARRIER AS ADDITIONAL INSURED, AND TOWER NETWORK CARRIER PROOF OF LICENSE(S) AND PE & PD INSURANCE. 11, THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 12. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 13. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPUCABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 14. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. THIS SET IS A VAUD CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED 'FOR CONSTRUCTION' AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECT'S SIGNED WET STAMP. 15. A COPY OF GOVERNING AGENCY APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED 13Y THE GOVERNING AGENCY, AND BY LAW, SHALL BE AVAILABLE FOR INSPECTION AT ALL TIMES. THE PLANS ARE NOT TO BE USED BY THE WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION AS GOVERNING AGENCY APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS. IN GOOD CONDITION, COMPLETE WITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS ON THE PREMISES AT ALL TMES UNDER THE DIRECT CARE OF THE SUPERINTENDENT. THE CONTRACTOR SHALL SUPPLY TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER. WITH A COPY OF ALL. REVISIONS, ADDENDA, AND/OR CHANGE ORDERS AT THE CONCLUSION OF THE WORK AS A PART OF THE AS -BUILT DRAWING RECORDS. 16. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. 17. THE CONTRACTOR SHALL STUDY THE STRUCTURAL, ELECTRICAL MECHANICAL - AND PLUMBING PLANS AND CROSS CHECK THEIR DETAILS, NOTES. DIMENSIONS, AND ALL REQUIREMENTS PRIOR TO THE START OF ANY WORK. 18, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE PROJECT AND SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB IS COMPLETE. 19, THE CONTRACTOR HAS THE RESPONSIBILITY OF LOCATING ALL EXISTING UTIUTIES WHETHER OR NOT SHOWN ON THE PLANS, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR, OR SUBCONTRACTOR AS SPECIFIED IN THE AGREEMENT BETWEEN SUBCONTRACTOR AND CONTRACTOR, SHALL BEAR THE EXPENSES OF REPAIR AND/OR REPLACEMENT OF UTIUTIES OR OTHER PROPERTY DAMAGE BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. 20. THE REFERENCES ON THE DRAWINGS ARE FOR CONVENIENCE ONLY AND SHALL NOT LIMIT THE APPLICATION OF ANY DRAWING OR DETAIL 21. ALL DIMENSIONS ON THE PLANS ARE TO FACE OF STUD (F.O.S.) UNLESS NOTED OTHERWISE (U.N.O.). 22. ALL EXISTING CONSTRUCTION, EQUIPMENT, AND FINISHES NOTED TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL BE REMOVED FROM THE SITE WITH THE FOLLOWING EXCEPTIONS: A PROPERTY NOTED TO BE RETURNED TO THE OWNER. B. PROPERTY NOTED TO BE REMOVED BY THE OWNER. 23 THE GOVERNING AGENCIES, CODE AUTHORITIES, AND BUILDING INSPECTORS SHALL PROVIDE THE MINIMUM STANDARDS FOR CONSTRUCTION TECHNIQUES, MATERIALS. AND FINISHES USED THROUGHOUT THE PROJECT. TRADE STANDARDS AND/OR PUBLISHED MANUFACTURERS SPECIFICATIONS MEETING OR EXCEEDING DESIGN REQUIREMENTS SHALL BE USED FOR INSTALLATION. 24. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY DISTRIBUTED OVER ROUGH FRAMED FLOORS OR ROOFS SO AS NOT TO EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY SHORING AND/OR BRACING IS TO BE PROVIDED WHERE THE STRUCTURE HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. 25 PRIOR TO THE POURING OF ANY NEW SLAB OVER AN EXISTING SLAB THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, CHASES, AND EQUIPMENT WHICH ARE TO BE IMPLEMENTED INTO THE NEW WORK. ALL ITEMS DESIGNATED TO BE ABANDONED SHALL BE NOTED AND DISCUSSED WITH THE OWNER AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER AS PART OF THE AS -BUILT DRAWING PACKAGE. 26. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L LISTED OR FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. 27. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO ANY GRADING, CONSTRUCTION, AND ANY OTHER PROJECT EFFORT AS MANDATED BY THE GOVERNING AGENCY. 28 CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 29 THE PROJECT. WHEN COMPLETED, SHALL COMPLY WITH LOCAL SECURITY CODES AND TITLE-24 ENERGY CONSERVATION REQUIREMENTS. (TITLE-24 WHEN APPLICABLE) 30 ALL GLASS AND GLAZING IS TO COMPLY WITH CHAPTER 54 OF THE U.S. CONSUMER SAFETY COMMISSION - SAFETY STANDARDS FOR ARCHITECTURAL. GLAZING MATERIALS (42 FR 1428, CFR PART 1201) AND LOCAL SECURITY REQUIREMENTS. 31. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 32. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 33 NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL MATCH IN FORM, TEXTURE, FINISH, AND IN MATERIALS EXCEPT AS NOTED IN THE PLANS AND SPECIFICATIONS. 34 THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BACKING, BLOCKING, AND/OR SLEEVES REQUIRED FOR THE INSTALLATION OF FIXTURES, MECHANICAL EQUIPMENT, PLUMBING, HARDWARE, AND FINISH ITEMS TO INSURE A PROPER AND COMPLETE JOB. 35 THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A PROJECT LEVEL, STRAIGHT. AND TRUE ACCORDING TO THE PLANS. THE CONTRACTOR SHALL COMPARE THE LINES AND LEVELS OF THE EXISTING CONDITIONS WITH THOSE SHOWN ON THE PLANS PRIOR TO THE START OF ANY CONSTRUCTION. TOWER NETWORK CARRIER SHALL BE NOTIFIED OF ANY ERRORS. OMISSIONS. OR INCONSISTENCIES PRIOR TO ANY CONSTRUCTION. 36 THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES FROM PHYSICAL HARM, NOISE, DUST, DIRT, AND FIRE AS REQUIRED BY THE GOVERNING AGENCIES. 37. WHERE SPECIFIED. MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AND/OR REVISIONS AVAILABLE AS REQUIRED BY THE GOVERNING AGENCY RESPONSIBLE FOR RECORDING THE RESULTS. 38. THE CONTRACTOR IS RESPONSIBLE FOR THE STORAGE OF ALL MATERIALS AND SHALL NOT DO SO ON PUBUC PROPERTY WITHOUT A PERMIT TO DO SO FROM THE GOVERNING AGENCIES FOR THIS PURPOSE. 39. GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN OTHERWISE. 40. TRADES INVOLVED IN THE PROJECT SHALL BE RESPONSIBLE FOR THEIR OWN CUTTING, FITTING, PATCHING, ETC., SO AS TO BE RECEIVED PROPERLY BY THE WORK OF OTHER TRADES. 41. ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT PREMISES AND SHALL BE LEFT IN A CLEAN (BROOM FINISH) CONDITION AT ALL TIMES BY EACH TRADE AS THEY PERFORM THEIR OWN PORTION OF THE WORK. 42 TOWER NETWORK CARRIER DOES NOT GUARANTEE ANY PRODUCTS, FIXTURES, AND/OR ANY EQUIPMENT NAMED BY A TRADE OR MANUFACTURER. GUARANTEE OR WARRANTY THAT MAY BE IN EFFECT IS DONE SO THROUGH THE COMPANY OR MANUFACTURER PROVIDING THE PRODUCT, FIXTURE, AND/OR EQUIPMENT ONLY: UNLESS SPECIFIC RESPONSIBILITY IS ALSO PROVIDED BY THE CONTRACTOR/SUBCONTRACTOR IN WRITTEN FORM. 43 CAUTION] CALL BEFORE YOU DIGI BURIED UTIUTIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE -CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. 1-800-424-5555. 44 CONTRACTOR TO REPLACE AND/OR REROUTE ANY EXISTING UNDERGROUND UTILITIES ENCOUNTERED DURING TRENCHING AND GENERAL CONSTRUCTION. 45 CONTRACTOR TO LOCATE ALL UTIUTIES PRIOR TO PLACEMENT OF MONOPOLE FOOTING AND OTHER STRUCTURES TO BE PLACED IN GROUND. SEE GENERAL NOTE 06 ON THIS SHEET. 46. SEE CAVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION. 47. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO TOWER NETWORK CARRIER ALONG WITH REDUNED CONSTRUCTION SET. 48. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP (REDUNING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDUNED SET TO TOWER NETWORK CARRIER UPON COMPLETION. 49. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLUTION(S) TO NETWORK CARRIER REPRESENTATIVE. PROJECT CONSTRUCTION MANAGER AND ARCHITECT. 50. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED BY TOWER NETWORK CARRIER CONSTRUCTION MANAGER. 51. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY ALL FAULTY, INFERIOR, AND/OR IMPROPER MATERIALS, DAMAGED GOODS, AND/OR FAULTY WORKMANSHIP FOR ONE (1) YEAR AFTER THE PROJECT IS COMPETE AND ACCEPTED UNDER THIS CONTRACT; UNLESS NOTED OTHERWISE IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. (EXCEPTION) THE ROOFING SUBCONTRACTOR SHALL FURNISH A MAINTENANCE AGREEMENT FOR ALL WORK DONE, COSIGNED BY THE GENERAL CONTRACTOR, TO MAINTAIN THE ROOFING IN A WATERTIGHT CONDITION FOR A PERIOD OF TWO (2) YEARS STARTING AFTER THE DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT, UNLESS OTHERWISE WRITTEN IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. 52. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE SAFETY OF THE OWNER'S EMPLOYEES, WORKMEN, AND ALL TIMES DURING THE CONSTRUCTION OF THE PROJECT. 53. THE CONTRACTOR SHALL BE REQUIRED TO PAY FOR ALL NECESSARY PERMITS AND/OR FEES WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. BUILDING PERMIT APPUCATIONS SHALL BE FILED BY THE OWNER OR HIS REPRESENTATIVE. CONTRACTOR SHALL OBTAIN PERMIT AND MAKE FINAL PAYMENT FOR SAID DOCUMENT. 54. THE ARCHITECT/ENGINEER IN CHARGE SHALL SIGN AND SEAL ALL DRAWINGS AND/OR SPECIFICATIONS. 55. TOWER NETWORK CARRIER WILL REVIEW AND APPROVE SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT. TOWER NETWORK CARRIER PROJECT APPROVAL OF A SEPARATE ITEM SHALL NOT INCLUDE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. 56. ALL ANTENNAS MOUNTED ON ROOF SUPPORT FRAMES TO BE PROVIDED BY TOWER NETWORK CARRIER COMMUNICATIONS. 57. CONTRACTOR TO PROVIDE TRENCH AS REQUIRED TO INSTALL BOTH ELECTRICAL AND TELEPHONE UNDERGROUND CONDUITS (p40 PVC) PER S.C.E. WORKORDER. BACKFILL WITH CLEAN SAND AND COMPACT TO THE SATISFACTION OF THE DISTRICTS INSPECTOR. REPLACE FINISH GRADE WITH MATCHING MATERIALS (GRASS, ASPHALT, CONCRETE, ETC.) 58. CONTRACTOR TO PROVIDE HEAVY STEEL PLATES AT OPEN TRENCHES FOR SAFETY AND TO PROTECT EXISTING GROUND SURFACES FROM HEAVY EQUIPMENT UTILIZED DURING CONSTRUCTION. SPECIAL NOTES: 1. PLANS PART OF THIS SET ARE COMPLEMENTARY. INFORMATION IS NOT LIMITED TO ONE PLAN. DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT, WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED BY THE OWNER ON OTHER PROJECTS OR EXTENSION TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. THESE PLANS WERE PREPARED TO BE SUBMITTED TO GOVERNMENTAL BUILDING AUTHORITIES FOR REVIEW FOR COMPLIANCE WITH APPLICABLE CODES AND IT IS THE SOLE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO BUILD ACCORDING TO APPUCABLE BUILDING CODES. 2. IF CONTRACTOR OR SUB -CONTRACTOR FWD IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN IT IS THE CONTRACTOR'S AND THE SUB -CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE ARCHITECT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK. IN ADDITION THE CONTRACTOR AND SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANCES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. 3. IN EVERY EVENT, THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE INTERPRETED TO BE A MINIMUM ACCEPTABLE MEANS OF CONSTRUCTION BUT THIS SHALL NOT RELIEVE THE CONTRACTOR, SUB -CONTRACTOR, AND/OR SUPPUER/MANUFACTURER FROM PROVIDING A COMPLETE AND CORRECT JOB WHEN ADDITIONAL ITEMS ARE REQUIRED TO THE MINIMUM SPECIFICATION. IF ANY ITEMS NEED TO EXCEED THESE MINIMUM SPECIFICATIONS TO PROVIDE A COMPLETE, ADEQUATE AND SAFE WORKING CONDITION, THEN IT SHALL BE THE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE DRAWINGS. FOR EXAMPLE, IF AN ITEM AND/OR PIECE OF EQUIPMENT REQUIRES A LARGER WIRE SIZE (I.E. ELECTRICAL WIRE). STRONGER OR LARGER PIPING, INCREASED QUANTITY (I.E. STRUCTURAL ELEMENTS), REDUCED SPACING, AND/OR INCREASED LENGTH (I.E. BOLT LENGTHS, BAR LENGTHS) THEN IT SHALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE BID/PROPOSAL THESE DOCUMENTS ARE MEANT AS A GUIDE AND ALL ITEMS REASONABLY INFERRED SHALL BE DEEMED TO BE INCLUDED. 4. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN THE ARCHITECT AND THE CONTRACTOR. 59. CONTRACTOR TO. PATCH AND REPAIR ALL GROUND SURFACES WITHIN THE CONSTRUCTION AREA AS NECESSARY TO PROVIDE A UNIFORM SURFACE AND MAINTAIN EXISTING SURFACE DRAINAGE SLOPES. 60. CONTRACTOR TO REPLACE LANDSCAPE VEGETATION THAT WAS DAMAGED DUE TO CONSTRUCTION, AND TO MODIFY REMAINING IRRIGATION LINES TO OPERATING CONDITION, PROVIDING FULL COVERAGE TO IMPACTED AREAS. 61. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR, THE GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECORD FOR INSTALLATION, PATCH, REPAIR OR ANY AUGMENTATION TO THE ROOF, AND HAVE THE WORK GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION OR AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. 62. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS, THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING (IN APPEARANCE) DESIGNATED EXISTING EXTERIOR BUILDING FACADE MATERIALS, TEXTURES, AND COLORS. THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK FASTENERS IN ALL FRP CONSTRUCTION. WHEN PHOTOSIMULATIONS ARE PROVIDED, THE CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN PHOTOSIMULATON. SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR, CONSTRUCTION COORDINATOR, AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. 63. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED, CONTRACTORS SHALL CONFIRM (PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB - RESULTING FROM AN UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING "AS -BUILT DRAWING SET" - HAVING INDICATED AN ORIGINAL. DESIGN SOLUTION OF REINFORCED CONCRETE W/ EMBEDDED STEEL REPAR. IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT, CONTRACTOR SHALL INCLUDE PROVISIONS FOR X-RAY PROCEDURES (INCLUDED IN BID) FOR ALL PENETRATION AREAS WHERE ANCHORING OCCURS. 64. GENERAL & SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE). PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON TOWER NETWORK CARRIER PROJECTS. RECOMMENDED MANUFACTURE SHALL BE: PANDUIT CORP. METAL LOCKING TIES MODEL NO. MLT4S-CP UNDER SERIES-304 (OR EQUAL). PANDUIT PRODUCT DISTRIBUTED BY TRIARC. 65. ALL WORK TO BE DONE BETWEEN HOURS OF 8:00 AM AND 5:00 PM, EXCLUDING HOLIDAYS Otitaialctt°iCai �er�nit from Stag Lambo» Industries r-, �Al 1"`1 2i�`�q 0!T`f OF ENIOND6 0 at&t IMPLEMENIATION TEAM: A� WEsTowzK COMMIUN/CATIONS SITE ACOUISMON & PERMITTING TEAM: #RYKA CONSULTING ARE TEAM 'n MORRISON HERSHFIELD 10900 NE Bth, Suite 810. Bellevue, WA 98004 Tat 425.451.1301 Fax 425.289.5958 www.morrisonhersKeldmm REGISTERED ROBERT JERRY LARA STATE OF WASHINGTON RA 8259 PUGET D SN61 1414 9TH AVE N EDMONDS, WA 98020 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET A/E PROJECT NO.: e123041 DRAWN 'IV. DM SHEET TITLE GENERAL NOTES SHEET NUMBER G-1 IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. DESIGN CRITERIA: 1. THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 2009 WITH WASHINGTON STATE BUILDING CODE AMENDMENTS (20D9 IBC) 2. nE51GN LOADS: DESIGN DATA FOR EDMONDS, WA -ROOF SNOW LOAD 20 PSF -BASIC WIND SPEED 85 MPH (ASCE7-05 3 SECOND GUSTS) -WIND EXPOSURE C -SEISMIC ZONE D CONCRETE NOTES: 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318. 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH CHAPTER 19 OF THE 2006 IBC. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS. TYPE OF CONSTRUCTION 28 DAY STRENGTHS W/C MINIMUM (f'c) RATIO CO A SLABS ON GRADE PER CUBI TOPPING SLABS CONCRETE PIERS 4.000 PSI S .45 6 Ji B. ALL STRUCTURAL CONCRETE 4.000 PSI 5.45 6 h EXCEPT WALLS C• CONCRETE WALLS 4.000 PSI 5.45 6 Jf CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II U.N.O. 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND PROCEDURES OF CONCRETE PLACEMENT. 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AR -ENTRAINED WITH AN AR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C618. C989 AND C1017. TOTAL AR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE 2006 IBC. 5 REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S7), GRADE 60. fy=60.000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY 50 NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy=40,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. 6 REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACT 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0'. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0'. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8' AT SIDES AND ENDS. 7 WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 8 SPIRAL REINFORCEMENT SHALL BE PLAN WIRE CONFORMING TO ASTM A615, GRADE 60, fy=60,000 PSI. PARTIALLY9 NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: - FOOTINGS AND OTHER UNFORMED 3' SURFACES, EARTH FACE - FORMED SURFACES EXPOSED (#6 BARS OR LARGER) 2' TO EARTH OR WEATHER (#5 BARS OR SMALLER) 1 1/2' - SLABS AND WALLS (INTERIOR FACE) 3/4' IT. BARS SHALL BE SUPPORTED ON CHARS OR DOBIE BRICKS. 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. 13. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI MINIMUM). 14. ALL EXPANSION ANCHORS TO BE HILT] BRAND. ADHESIVE ANCHORS REQUIRE TESTING TO CONFIRM CAPACITY UNLESS WANED BY ENGINEER. C CEMENT NTENT YARD SACKS SACKS SACKS STRUCTURAL STEEL NOTES: 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED EXPANSION ANCHORS) SHALL BE BASED ON THE AI.S.C. SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH 2006 IBC CHAPTER 22. BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS. 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER A PLATES, SHAPES, ANGLES, AND RODS B. SPECIAL SHAPES AND PLATES ASTM A36, Fy 36 KSI C. PIPE COLUMNS ASTM A572• Fy 50 KSI D. STRUCTURAL TUBING ASTM A53, Fy 35 KSI E. ANCHOR BOLTS ASTM A500. Fy 46 KSI F. CONNECTION BOLTS ASTM A307 ASTM A325 TWIST -OFF -TYPE 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER A123/A123M-00. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND AWS STANDARDS AND SHALL BE PERFORMED BY WAB.O. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUAURED WELDS (AS DEFINED BY AWS) SHALL BE USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70 XX ELECTRODES. WELDING WITHIN 4' OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. 6. COLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL COLD -FORMED STEEL FRAMING SHALL CONFORM TO THE AJ.S.S. SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS.' 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4' DIA.) AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 8. NON-STRUCTURAL. CONNECTIONS FOR STEEL GRATING MAY USE 5/8' DIA. ASTM A307 BOLTS UNLESS NOTED OTHERWISE. 9. ALL STEEL WORK SHALL BE PANTED IN ACCORDANCE WITH THE DESIGN do CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS NOTED OTHERWISE. 10. ALL WELDS TO BE 1/4' FILLET UNLESS NOTED OTHERWISE. 11. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL BUILDING NOTES: 1. VERIFICATION THAT THE EXISTING BUILDING ROOF CAN SUPPORT THE PROPOSED ANTENNA LOADING IS TO BE DONE BY OTHERS. 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. SAFETY PROGRAM: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND DOCUMENTING THEIR OWN SAFETY TRAINING PROGRAM. (AS PER ACCIDENT PREVENTION PROGRAM' - BY PERMISSION OF WREN CONSTRUCTION, INC. - 03/01/99) FALL PROTECTION METHODS AND EQUIPMENT ROOF TOP INSTALLATIONS 1. FOR WORK IS BEING PERFORMED WITHIN 25' OF AN UNPROTECTED ROOF EDGE, THE CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY MONITOR TO OBSERVE THE MOVEMENTS AND ACTIVITIES OF THE CONSTRUCTION WORKERS. 2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS (I.E.. BACKING UP TOWARD A ROOF EDGE, ETC.) OR UNSAFE ACTIVRTES. THE SAFETY MONITOR MUST BE ON THE SAME ROOF AND WITHIN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN 6' OR LESS OF AN UNPROTECTED ROOF EDGE, REQUIRES WORKERS TO USE SAFETY UNE. 4. SAFETY LINE SHALL BE MINIMUM h- DIAMETER NYLON, WITH A NOMINAL TENSILE STRENGTH OF 5400 LBS. 5. SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE STRUCTURE. 6. SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGE OF ROOF, BUT NOT BEYOND. 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. B. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT SHALL OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES, INCLUDING: INSPECTION OF CONSTRUCTION AREA FOR HAZARDS USE OF AN INSPECTION CHECKLIST INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS REPORTING AND DOCUMENTING ANY HAZARDS REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN RECEIVING AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER COWORKER SAFETY REPRESENTATIVE REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATION REFERENCED OSHA REGULATION/STANDARDS SHALL BE REVIEWED BY TOWER ERECTORS, EQUIPMENT INSTALLERS, AND TOWER/ROOF TOP CONTRACTORS/SUBCONTRACTORS 29 CFR 1926.500 - SCOPE, APPLICATION, AND DEFINITIONS 29 CFR 1926.501 - DUTY TO HAVE FALL PROTECTION 19 CFR 1926.502 - FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES SPECIAL INSPECTIONS REQUIRED: SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION CONCRETE OVER 4000 PSI (Elk SACK MIX) AT 28 DAYS CONCRETE PLACEMENT AT SLAB ON GRADE WRITTEN CERTIFICATION FOR PROPER PLACEMENT OF REINFORCEMENTS AT SLAB ON GRADE FOUNDATION EXCAVATION AND FILL INCLUDING UTILITY TRENCHES CERTIFICATION OF BUILDING PAD, FOUNDATION AND FILL BY THE GEOTECHNICAL ENGINEER OF RECORD SYMBOLS: OGRID REFERENCE eDETAIL REFERENCE ELEVATION REFERENCE SECTION REFERENCE CENTERLINE PROPERTY/LEASE LINE GMATCH LINE - WORK POINT GROUND CONDUCTOR T TELEPHONE CONDUIT --E- ELECTRICAL CONDUIT A COAXIAL CABLE 0/H OVERHEAD SERVICE CONDUCTORS GROUT OR PLASTER (E) BRICK �!4 (E) MASONRY CONCRETE EARTH GRAVEL � PLYWOOD SAND WOOD CONTINUOUS WOOD BLOCKING F!"'!�"n.'77= STEEL (N) NEW (E) EXISTING SD NEW ANTENNA EXISTING ANTENNA © GROUND ROD - GROUND BUS BAR • MECHANICAL GRIND. CONN. ■ CADWELD ❑® GROUND ACCESS WELL I] ELECTRIC BOX O TELEPHONE BOX 0 UGHT POLE O FND. MONUMENT SPOT ELEVATION ® SET POINT Q REVISION ❑ VERIFICATIONS OF MILL REPORT ❑ IDENTIFICATION OF STEEL AND AT JOB SITE ❑ ADHESIVE BOLTS IN CONCRETE OR MASONRY ❑ ANCHOR BOLTS INSTALLATION AND PLACEMENT IN CONCRETE ❑ HIGH STRENGTH BOLTING SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL RENEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED AND SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL T i. z V _- -'-.l �EiI T�tCIF�, r_4 Ay CITY OF EDIPM AIDS ❑ SPRAYED -ON- FIREPROOFING ❑ STRUCTURAL MASONRY ❑ PRESTRESSED CONCRETE ❑ ALL FIELD WELDING ❑ REINFORCING PLACEMENT ❑ DESIGNER SPECIFIED (SEE SHEET#--) ❑ OTHER IMPLEMENTATION TEAM: Wk*rd Rf COMMUNICATIONS SITE ACOUISITION & PERMTTPNG TEAM: A&E TEAM: RYKA CONSULTING fps n MORRISON HERSHFIELD 109W NE Sth, Suite 810. Bellevue, WA 98004 Tat 425.451.1301 Fax 425289.5958 www.nwrtisonher"eld.com REGISTERED ARCHITECT ROBERT JERRY LARA STATE OF WASHINGTON RA 8259 PUGET D SN61 1414 9TH AVE N EDMONDS. WA 98020 A II/ze/1z 9ofc co suaMrrrAL DM 0 01/ie/1J f00; CD SUBMIRAL DM 1 ' 1 02/27/13 100% CD SUeMOTAL DM NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GENERAL NOTES & SYMBOLS SHEET NUMBER G-2 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS 22k34• SCALE: 1" 20'-0' 11-:17- SCALE: 1- = 40'-0' THE INFORMATION CONTAINED It LEGAL DESCRIPTION: SECTION 13'TOWNSHIP 27 RANGE 3 QUARTER SE — THE SANDSTONE A CONDOMINIUM —UNIT 101 TGW ASSIGNED PARKING &STORAGE TGW UND 7.5539% INT IN COM / AREAS & FAC DESC IN DECL REC AFN 2155727. ADDENDUM TO DECL REC AFN 8111100073 & AMD DECL REC AFN 9212210213 EXISTING LANDSCAPE (TYP.) EXISTING PROPERTY LINE (TYP.) EXISTING ROCK RETAINING WALL TLB 0086s30 n n 0 000000������ ^� V 21 EXISTING FENCE CLIENT: at&t IMPLEMENTATION TEAM: 40-029501, Wji*TdwEff COMMUM/CAT/ONS SITE ACQUISITION & PERMITTING TEAM: RYKA CONSULTING A&E TEAM: mn MORRISON HERSHFIELD 10900 NE 8th, Suite 810, Bellevue, WA 98004 Tot 425.451.1301 Fes 425289.5958 www.mortisonhereh mWmom REGISTERED ARCHITECT I ROBERT JERRY IARA I STATE OF WASHINGTON RA 8259 PROJECT: PUGET DRIVE SN61 1414 9TH AVE N EDMONDS, WA 98020 REVISIONS NO. DATE I DESCRIPTION IN A 11/29/12 BOX CD SUBMJRAL DN D 01/18/13 1O0X CD SUBMRTAL OM 1 02/27/13 100I CO SUBMRTAL DM TLg 00548900000102 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET / A/E PROJECT NO.: 8123047 DRAWN BY: DM REVIEWED BY: RL / TLB 00860800000300 I SHEET PLANE f N1 17 / TLa 00860800000400 ©EVEJ-0R;rci� i SFrjv;�,otj 'i SHEET NUMBER CdZY OF EQI`VION110 20 0 0 0' SITE PLAN 1 THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED 22'134SCALE: 3/16: = 1'-0'62 l 1,_.": SCALE: 3/32= 1'-0� 4 2 0 4' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. EXISTING AT&T EQUIPMENT AREA ON GROUND LEVEL EXISTING GPS ANTENNA � 2 \ / I EXISTING AT&T FIBER AND — POWER JUNCTION BOX I I` I u ---------- El ❑ In h .I r r I I EXISTING AT&T O DOG HOUSE ❑ ' I EXISTING GPS / QG ANTENNA ❑ ® O O EXISTING ROOF ❑ OVERHANG I OUTLINE OF EXISTING I BUILDING WALL I 0 I I I EXISTING AT&T CABLE TRAY. I ❑ EXISTING AT&T PANEL ANTENNA LI--I ' EXISTING CHIMNEY (TYP.) I I ❑ I I I I I ❑ I \\ EXISTING AT&T LTE PANEL, TYP I I ------------------------\� il-191 1 NI J 15'-0" PROPERTY UNE le at&t IMPLEMENTATION TEAM: WA oT LK CONAFunica rIONS SITE ACOUISITION & PERMITTING TEAM: v r RYKA A&E TEAM: Irri MORRISON HERSHFIELD 109M NE 81h, Suite 810, Bellevue, WA 98004 Tel: 425.451.1301 Fax 425289.5958 W W W.moMsonhershfield.00m REGISTERED I ROBERT JERRY LARA STATE OF WASHINGTON RA 8259 PROJECT. PUGET DRY SN61 1414 9TH AVE N EDMONDS, WA 98020 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET A/E PROJECT NO.: 8123047 DRAWN BY: DM REVIEWED BY: RL SHEET DE`�'F�.%4';'dicN ��'iV: ita C`illi. PARTIAL ROOFLPLAN CITY OF EDtv10e�D5 SHEET NUMBER PARTIAL ROOFPLAN I I A-1 - — — — — — — — — — — — — — — — EXISTING ROOF OVERHANG OUTLINE OF BUILDING WALL / I EXISTING 16'-3•x7'-0• / CONCRETE PAD i I PROPOSED GATE SECTION TO / MATCH EXISTING 3'-0' 7'-0• NEW CONC. PAD 15'-0• TO PROPERTY LINE -X —X -- X --X —X X XJ J j Ix / 3 \ RELOCATED x UMTS \ CABINET \ x PROPOSED AT&T ICE BRIDGE, 311 3 _ - TYP \\ RELOCATED TE40 CABINET EXISTING AT&T 11 i I I COAX CHASE i x PROPOSED 16'-3'x3'-O' 1 2 \\ RELOCATED, CONCRETE PAD EXTENSION TE43 O CABINET i x M V it mo V II RELOCATED x z Il p*q RELOCATED CHAIN LINK CABINET LJ FENCE SECTION e3 / x III I RELOCATED AT&T EQUIPMENT 1 /• x CABINET, TYP ' I J x RELOCATED LTE 9412 ON H-FRAME RELOCATED \, NOKIA x PROPOSED GATE ^) CABINET SECTION TO MATCH 3 e x DOSTING r�s1 PROPOSED AT&T ACCESS GATE EXISTING ACCESS GATE TO REMAIN (OTHERS) � I \' I EXISTING BUILDING WALL x I / X O EXISTING T-MOBILE CABLE EXISTING ROOF OVERHANG OUTLINE OF BUILDING WALL EXISTING AT&T EQUIPMENT CABINET TO BE RELOCATED. TYP 7'-0" / TO PROPERTY LINE EXISTING CHAIN LINK GATE ' -- TO BE RELOCATED ' X — X — X X — / X X ISTING \� / / UtR CABIN \ O BE / OCATED j LTE 9412 ON H-FRAME TO BE RELOCATED II I I \ EXISTING PORTION OF CHAIN I \ LINK FENCE TO BE IRELOCAI EXISTING AT&T GTT I \ X COAX CHASE CABINET B I EXISTING 16'-3•x7'-D' RELOCATED I \ CONCRETE PAD EXISTING NOKIA\ Io CABINET TO B RELOCATED I \ x \ EXISTING TE43 -} EXISTING CHAIN LINK GATE CABINET TO BE \ TO BE RELOCATED RELOCATED \\ f \ EXISTING TE41 -I"\ ' CABINET TO BE RELOCATED \ i \ J \ / / EXISTING CHAIN LINK GATE I TO REMAIN I � EXISTING BUILDING WALL I\ \ I EXISTING CHAIN LINK FENCE 101 TO REMAIN — x I X n O II A �� I EXISTING T-MOBILE CABLE �_ CLIENT: at&t IMPLEMENTATION TEAM: wmar OLK CONNUN/CATIONS SITE ACQUISITION & PERMITTING TEAM: RYKA CONSULTING A&E TEAM: MORRISOSHFIELD 10900 NE 8th, Suite 810, Bellevue, WA 98004 Tat 425.451.1301 Fax 425289.5958 w Jniomaonhemhfieldmom REGISTERED ARCHITECT ROBERT JERRY LARA STATE OF WASHINGTON RA 8259 PROJECT: PUGET DRIVE SN61 1414 9TH AVE N EDMONDS, INA 98020 REVISIONS NO. DATE DESCRIPTION INIIAL A il/211/12 13. CD SDBMRTAL DM D 01/10/1} 100% CD SUBMITTAL DM 1 02/27/13 1DO% CD SUBMITTAL DM NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET / TRAY L / EXISTING CHAIN LINK FENCE TO REMAIN % / I TRAY '� / (a 2� „r lo-,=' .- C 011 r A/E PROJECT NO.: DRAWN B'/: 8123047 X I I X �`QA /p t1� if_ild 1 REVIEWED BY: RL EXISTING T-MOBILE EQUIPMENT CABINETS X EXISTING T-MOBILE EQUIPMENT CABINETS " SHEET TITLE u Im L 14'-4• I '1j At 22 x3a SCALE: ,/z = 1'—O PROPOSED COMPOUND PLAN 2 22 x34 SCALE: 1/2' _ ,'-0 11"x17" SCALE: ,/a" = i'-o" 2 1 0 2' 11•x,7' SCALE: 1/4• = 1'-0• 2� i9Ci,v-crL T 1. EXISTING AND PROPOSED CITY OF EONIONDS COMPOUND PLANS SHEET NUMBER EXISTING COMPOUND PLAN I I A-2 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED GALV. I'IPL GAY (I 3-1/2• STD. GALV. PIPE (4" O.D.). PROVIDE 3/16" CAP PL. SEAL WELD ALL AROUND 0 1-5/8" GALV. SQUARE P1000 UNISTRUT RAIL (12 (TYP.) COORD. EXACT LOCATION IN F STRAP TO I NEW 9412 CAB EXISTING CONCRETE RELOCATED EQUIPMENT CABINET 1/2" 0 GALV. M.8 (ASTM A307) EACH CORNER PER MANUFACTURERS SPECIFICATIONS (TYP.) (ONLY FOR RBS) NEW GLOBAL BASE FRAME (ONLY FOR RBS) 1/2" 0 HILT] KWIK BOLT TZ STAINLESS STEEL ANCHOR BOLT WITH 3 1/4• MIN. EMBEDMENT IN CONCRETE 1CC-ESR-1917 EACH CORNER PER MANUFACTURERS SPECIFICATIONS (TYP.) (SPECIAL INSPECTION REQUIRED) 22•x34• SCALE: 1/2• 1•-0• it•x,Y SCALE: ,/4' _ ,'-0" THE INFORMATION CONTAINED IN 4'-0• MAX. PROVIDE (4) 1/2"0 _ EXPANSION ANCHORS WITH 4" MINIMUM EMBEDMENT TYP.>- 1/a' 3/8" x 12" H. ISSET EA. POST BASE PLATE DETAIL 2) 3/8" x 12• I. WELDED :USSET EA. POST LASE PLATE TYP. OF 2) ;EE DETAIL a-'1'. •�• EXISTING CONCRETE SLAB PROVIDE (4) 1/2"0 EXPANSION ANCHORS WITH 4" MINIMUM EMBEDMENT TYP 1/4- H. EXTENSION EYE WELDED( GUSSET EA1 POST LOOP FABRIC 9-GAUGE 2" PROPOSED MESHj.LITD8-0• (TYP) GALVANIZED S. PIPE BARBED WIRE 8"x8"x3/8• BASE TOPP RAIL PLATE (TYP.) END OR CORNER POST H-FRAME DETAH, CABINET ANCHORAGE DETAIL EDGE (TYP.) C. SLAB O.C. EACH WAY i o n STRETCHER TIE WIRE BAR BAND AT 'TRUSS RO 15" MAX. ' STRETCHER—'UNE POST BAR FINISH GRADE • •'"'•' I BASE PLATE DETAIL BRACE RAIL BASE PLATE (TYP. OF 2) SEE DETAIL PROVIDE (4) 1/2.0 EXPANSION ANCHORS WITH 4" MINIMUM EMBEDMENT TYP.I 1/4 •I (2) 3/8" x 12" H. WELDED GUSSET EA POST PROPOSED 8' 8"xB•x3/8" BAS PLATE (TYP.) BASE PLATE DETAIL EXISTING CONCRETE EQUIPMENT PAD DETAIL 12 111 zn- sue: 1/4' = 1'-0' PROPOSED 8•xB%3/8" BASE PLATE (TYP.) CHAIN LINK FENCE ON CONCRETE PAD SECTION DETAIL 15 w 6-- ) at&t IMPLEMENTATION TEAM: WisTo K COMMON/CA TIONS SITE ACQUISITION k PERMRTING TEAM: RYKA A&E TEAM: 1IA MORRISON HERSHFIELD 10900 NE 8th, Suite 810, Bellevue, WA 98004 Tat 425.451.1301 Fax: 425289.6958 www.mon nherahfietd.00m ^ANGLE SUPPORT ARM PROFESSIONA 2-1/2•x 2-1/2•x 3/16" _ ` ` �'L Q 259 REGISTERED SUPPORT ARM ANGLE 5"x 3"x 1/4• Jp� Q ` ARCHITECT BOLT 5/8 DIA x 1-3/4• ?.1 Z LONG W/LOCK WASHERS 3/8" DIA. J-BOLT LARA S. CABLE BRIDGE HANGER KIT (SIMILAR TO VALMONT #852165) ROBERT JERRY LARA STATE OF WASHINGTON AT 36" O.0 MAX. RA 8259 4. O.D. PIPE (SCH 40) PROJECT. TOP OF GRAVEL BASE PLATE ;.-'-1`"kL' ( `- PU�ET DRIVE (TYP. OF 2) SEE DETAIL SN61 1414 9TH AVE N E9Tf OF ELA101, 06 EDMONDS, WA 98020 CABLE BRIDGE DETAIL 1311 10• CONCRETE SLAB W/ b5 0 12" OC EACH WAY MID SPAN VAPOR BARRIER UNDER SLAB, 6 MIL POLYVINYL 1" CHAMFER EDGE (TYP) CONTRACTOR TO GRADE AND BLEND INTO EXISTING SITE GRADE MIN 4. OF #57 WASHED STONE BED ®PERIMETER ON LANDSCAPE WEED BARRIER PREPARE SUBGRADE BY REMOVING EXISTING TOP SOIL AND COMPACTING EXISTING GRATE TO 95% RELATIVE DENSITY USING CLEAN COMPACTED FILL MATERIAL AS REQUIRED CONCRETE EQUIPMENT PAD SECTION NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET A/E PROJECT NO.: e123047 DRAWN BY: DM RENEWED BY: RL SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A-3 BY NATURE. ANY USE OR i LANDSCAPE PLAN 0 4 S 20 OPEN BURLAP AROUND TRUNK - FOLD BACK AND UNDER PLANT AT SAME LEVEL AS GROIN IN NURSERY OR TOP OF ROOTBALL AT SLGWTLY HGHER TRUNK - LEVEL UriN ,..3 SURROUNDING SOIL WATER BA9M IN NON -IRRIGATED S Ye WOLD MLCW BACK FROM FOLIAGE AREAS ONLY ,.. .I ... _FINISH GRADE ROTOTILL @R SHOVEL CUT SIDES OF PIT SUBGRADE COMPACT NATIVE SOIL IPmER PLANT TO AVOID PLANTING WOLE TO BE 3X SETTLING -REPARED LARGER THAN DIA OF ROOTBALL i21 TYP. CONTJB4B SHRUB PLANTING DETAIL N.T S. . . . . . . . . . . . . . . . . . . . . . \ yy TRITE NORTH AROUNU SHOW ON T1415 DRAWING Is APPROXIMATE ONLY AND MAST BE VERIFIED BY CONTRACTOR RELOCATE EXISTING RHODODENDRONS OUTSIDE OF COMPOUND AS INDICATED ADJUST EXISTING GARDEN AREA AS NEEDED TO FIT RHODODENDRONS EXISTING RHODODENDRON, TYR 3 LANDSCAPE DETAIL 0 I 7 9 FILE MAY 1.,,1 2004 TOPSOIL NOTES I L OVEREXCAVATE SUBGRADE AS REQUIRED TO PROVIDE FOR 6• COMPACTED DEPTH IMPORTED TOPSOIL AND 2' COMPACTED DEPTH MULCH. SCARIFY OR ROTOTILL SUBGRADE TO A MIL 4- DEPTH. REMOVE DEBRIS 4 STONE L.AR'.aER I AN 3/4• IN ANY DIMENSION REMAINING ON THE SURFACE AFTER TILLING 2. PLACE IMPORTED SANDY LOAM TOPSOIL IN TWO LIFTS. (U PLACE MIN 4• DEPTH TOPSOIL AND ROTOTILL TO A DEPTH OF S INCHIN ES TO CORPORATE NEW TOPSOIL WITH SUBSOIL (2) FOLLOWING TILLING, PLACE MIN. 2-NCH DEPTH TOPSOIL AND COMPACT. PLANT STANDARDS I L CONFORM TO WASHINGTON STATE DEFT. OF AGRIQJLTURE (W9DAA WASHINGTON STATE STANDARDS FOR NURSERY STOCK, ORDER NO.;I621 2. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSIA ANSI-Z 60J-ISS6 AMERCAN STANDARDS FOR NURSERY STOOK I CN 3. AMER4 JOINT COMMITTEE OF NORTIOLTUREINOMENCLATURE: STANDARD PLANT NAMES, CURRENT EDITION DELIVERY, STORAGE, AND HANDLING I L PROTECT PLANT FROM HARM AND DAMAGE ATIALL TIMES. PROTECT TREES DURING TRANSPORT BY TYING IN BRANCHES AND COVERMG ALL EXPOSED BRANCHES. JOB CONDITIONS L PLANT DURING PERIODS NORMAL FOR 01 1 GROIUM, AS DETERMINED BY SEASON, WEATHER CONDITIONS, AND ACCEPTED PRACTICE. PLANTING OPERATIONS MAY BE CONDUCTED UNDER UNSEASONABLE OPNOITIONS BY ACCEPTING FULL RESPONSIBILITY FOR ANY SUBSEQUENT, RESULTING LOSSES. UNDEROROWD CONDITIONS I. BE FAMILIAR WITH UTILITY, MECHANICAL, AND ELECTRICAL PLANES SO THAT DIGGING OPERATIONS DO NOT DAMAGE LINES I WARRANTY I. WARRANT ALL PLANT MATERIAL FOR WEALTHY, THRIVING CONDITIONS FOR ONE YEAR FOLLOWING PLANT INSTALLATION. 2. DURING GUARANTEE PERIOD, N MEDIATELY REMOVE AND REPLACE ALL DEAD, DISEASED, OYIG, BROKEN OR DISAPPEARED PLANT MATERIALS (DUE TO ANY CAUSE, EXCEPT AS NOTED BELOW). USE SPECIFIED PLANTS AND PERFORM AT NO ADDITIONAL COST TO TWE OWNER 3. DURIG GUARANTEE PERIOD, TUNE GUARANTOR IS NOT RESPONSIBLE FOR REPLACING PLANTS DESTROYED OR DAMAGED BY VANDALISM, ACCIDENTS CAUSED BY OTHERS, OR ACTS OF GOD. I . PLANT QUALITY L PLANTS SHALL BE FRESH, WELL FOX. - AGED, M PRIME CONDITION WHEN IN LEAF, AND EXWIBITNG NORMAL HABIT OF 6ROWTI4. ALL LEADERS AND BUDS INTACT, FREE OF DISEASE, INJURY, AND ANY SIGN OF INSECTS. FREE OF SEEDS, WEED ROOTS AND OTHER CONTAMINANTS. I 2. PLANTS ARE TO BE NURSERY GROUT 3. PLANTS TO BE ACCLIMATED TO THE PROJECT ISITE ENVIRONMENTAL CONDITIONS. NO COLD STORAGE PLANTS. I 4. BALL AND BURLAPPED (BNB) STOCK IS MCIUIRED TO WAVE A ROOT STRUCTURE SUFFICIENT TO INSURE SURVIVAL AND WEALTWY'GROURNL S. CONTAINER GROWV MATERIALS ARE REQUIRED: TO NAVE SUFFICIENT ROOT TO HOLD THE THE EARTH INTACT WHEN REMOVED FROM THE CONTAINERS BUT NOT BE ROOT BOUND. FERTILIZER I L FORMULA 4-2-2 —TRANSPLANTER— AS MANFAC7URED BY PACIFIC AGR7 CO, APPLY AT RATE AS PER MANFACTURER'S PRINTED INSTRUCTIONS. 2. AGRIFOR7 TABLETS. 21-GRAM SIZE, AS MANUFACTURED BY AGRIFORM INTERNATIONAL CHEMICALS, INC. 20-10-9 ANALYSIS. APPLY AT RATE OF. TREES: 4 TABLETS SHRUBS. I TABLET MULCW STEERCO, GROCO, OR OTHER APPROVED I-1ERCIALLY AVAILABLE FERTILE M LC -L PLANT INSTALLATION L EXCAVATE PLANTING HOLE. 2. PLACE PLANT IN UPRIGNT POSITION IN CENTER OF PIT, REMOVE ANY ROOT COVERING AS DETAILED AND SPREAD ROOTS TO HAVE A NATURAL SPREAD AND DISTRIBUTION. 3. BACKFILL WITH EXCAVATED MATERIAL. TAKE CARE NOT TO NAME ROOT SYSTEM. THOROUGHLY PACK AND PUDDLE SOIL AROUND ROOTS. 4. FERTILIZE AS SPECIFIED. S. STAKE AND GUY AS SPECIFIED 6. IMMEDIATELY AFTER COMPLETION OF ALL PLANTIG, TNIOROIXaNLY WATER PLANTING AREA ?WEN MUCW ALL PLANTING AREA TO A MINIMUM COMPACTED DEPTH OF 2 INCHES AND AS DETAILED MAINTENANCE I. MAINTAIN PLANTING AREA FOR A PERIOD OF ONE YEAR UNTIL THE END OF TUNE WARRANTY PERIOD. 2. WATER PLANTINGS AREAS BY TWO W 5PRNKLIN6. PROVIDE AS NEEDED TO KEEP GROUND MOIST AND PLANTS HEALTHY. PREVENT SOIL EROSION 3. PRUNE, CULTIVATE, FERTILIZE, SPRAY AND PERFORM OTHER NECESSARY OPERATIONS, I. LEGEND: ; SYMBOL BOTANICAL/CO'4MON NAME SIZE I REMARKS RHODODENDRON PROPOSED LOCATION AWTACELM i`•. RHODODENDRON i - EXISTING TO BE a"'~ LitR` ALUTACELM RELOCATED 4 am PR V BY PLANNING, tii J?f.-V GE . �ibi�'tngam� C,bbw wwww W • •Mobile-• 19807 NORTH CREEK PARKWAY N SUITE 101 BOTHELL WA 98011 PHONE )425) 378-40M ENGINEERING -201 - 11688 - 66TH AVE SURREY, BC V39 TXL CANADA TEL: (604) 914-6432 FAX. (604) 514-6431 TOLL FREE: I-S11.-9-4045 EMAIL: —11 trk-g— WEEk wu vk-vq— RmJECi N 04V-ppS DRAMN IN: JL oaeacNs IBY. vn CAD FlI.E: M10-ABDAO THE INFORMATION CONTANED IN THIS SET OF DOCUMENTS 19 PROPRIETARY BY NATURE ANY USE OR DISCLOSUREIC OTHER THAN THAT WHH RELATES TO TWE CLIENT NAMED 19 STRICTLY PROHIBITED. AHE BEA- BITE OLYMPIC VIEW 1414 13TW AVENUE N EDMONDS, WA WWO (SE1552A) B HT TITLE LANDSCAPE PLAN SHEET NMDER A-8 TRUE NORTH ARROW SHOUN ON THIS DRAIIA,1 IS APPROXIMATE ONLY AND MUST BE VERIFIED N BY CONTRACTOR EXISTING DRIVEWAY 200' F— Z JQ 140D' i wI -. ". i I .'.'i . . . -_•�IXSTRJG . . . . . . . . . . . . . . . i - GRASS AREA ..... ......... . . . . . . . . ..... i L--------------------------------------- .. ...... ........ I i EX15'r— FIRE �NYDRANT 0 L ALL PROPERTY LINE LOCATIONS AND INFORMATION HAVE BEEN OBTAINED FROM DRAWINGS PREPARED BY 'DONALD R WESTLIN ARCHITECT', DATED 5-2-OS. 2. THIS DRAWING DOES NOT REPRESENT A SURVEY. ALL DIMENSIONS TO PROPERTY LINES ARE APPROXIMATE. LEGAL DE�RIPTII THE WEST 160 FT OF TRACT 2 WALLACE TRACTS EXCEPT THE NOR7N 5.8 FT OF THE HEST t4V FT THEREOF. 6t Q. THE EAST 24508 FT OF TRACT 2 UTALLACE TRACTS ACCOROW3 TO PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS PAGE l RECORDS OF SNOHOMISH COUNTY WASHINGTON i t R _ R REFER TO A-4 EQUIPMENT C421POUND ON OICESTREAM AN C140'11NEYS. REFER TO A MY LINE, TYP � :_ (D Q BID EWALK .. .. ... ....... PUGET DRIVE I SITE PLAN 0 4 8 20 PBpv BY PLANNING Fig Y _C•i� RECEIVED MAY 13 2004 PERMIT COUNTER MAY 1^ 1 2004 CaloEel Wheless Dl T --Mobile-' 19807 NORTH CREEK PARKWAY N SURE 101 BOTHELL WA 98011 PHONE 1425) 378.4= ENGINEERING '201 - TIBBS - 66TH AVE SURREY, BC V35 lXL CANADA TEL, (604) 514,6432 FAX, (604) 514-6431 TOLL FREE, 1-811-345-4045 EMAIL, mllevkral WEB, ae tA-19— PROJECT NP W1H-P.'M DR BY, 8DD CJIEOCm OT. F)t CAD PSI:, Pala-PPSA! THE WIMATION CQITAINED IN TH19 SET OF DOQIMEN S IS PROPRIETARY BY NATURE. ANT USE OR DISCLOSURE OTHER THAN THAT IWICH RELATES TO THE CLIENT NAMED IS STRICTLY PROHIBITED. ACE SEAL BITE OLYMPIC VIEW 1414 ST14 AVENUE N EDMONDS, WA W020 (SE1552A) 0I6E7 TITLE SITE PLAN SHEET NIf10ER A-3 451 \j L-��D5 ;2�Al\j FILE yl,%Lo RECEIVE® MAY 13 2004 PERMIT COUNTER II TL# 00608300000203 PROPERTY LINE 140.00' 20.00' [►�r1►Ie1_IKy�[►�y: � PUGET DRIVE LEGAL DESCRIPTION: SECTION 13 TOWNSHIP 27 RANGE 3 QUARTER SE — THE SUNDSTONE A CONDOMINIUM — UNIT 101 TGW ASSIGNED PARKING & STORAGE TGW UND 7.5539% INT IN COM AREAS & FAC DESC IN DECL REC AFN 2155727, ADDENDUM TO DECL REC AFN 8111100073 & AMD DECL REC AFN 9212210213 TL# 00608300000501 PROPERTY LINE 249.08' 2Z EXISTING ASPHALT A-3 PARKING LOT — — 1 ❑ i' - I TL# 00427800100100 w EXISTING LANDSCAPE (TYP.) EXISTING PROPERTY LINE (TYP.) EXISTING ROCK RETAINING WALL TL# 00865300000100 TL# 00865300000200 —I''a DY PL AiVNIN Zone Corner Flamm_ I / Setbacks Re uired /--Q.—._ gal Act I TL# 00548900000102 Front _ Sides Rear Other I / / Height RE i FILE I I TL# 00860800000300 RECEIVED I / AUG 2 3 2011 / \ BUILDING DEPARTMENT I CITY OF EDMONDS TL# 00860800000400 North to be determined by ($ site survey (if possible). 22"x34" SCALE: 1 " = 20'-0" .. 1 1 "x17" SCALE: 1 " = 40'-0" 20' 10 0" 20' SITE PLAN oftt&t cl IMPLEMENTATION TEAM: i r. C:.�. lu. SITE ACQUISITION & PERMITTING TEAM: ;.E I A&E TEAM: 1, PH MORRISON HERSHFIELD 10900 NE 8th, Suite 810, Bellevue, WA 98004 Tel:425.451.1301 Fax:425.289.5958 www.morrisonhershfield.com PROFESSIONAL CERTIFICATION: �<NIp I G-_8?01. V-82 y RE ,ISTER :D Mot S N4. _ ITT . ITL CORP 0 RT. LARA SATE OF WASHINGTON ROBERT JERRY LARA REGISTERED ARCHITECT STATE OF WASHINGTON 8259 PROJECT: SN61 1414 9TH AVE N EDMONDS, WA 98020 REVISIONS NO. DATE DESCRIPTION INITIAL A 04/12/11 90% CD SUBMITTAL IG 0 05/12/11 100% CD SUBMITTAL KB NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET A/E PROJECT NO.: 8100200 DRAWN BY: IG REVIEWED BY: BW SHEET TITLE 11 SITE PLAN FHE INFORMATION CONTAINED II` THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. alI I n 0 LEGF_NU I rNDIG�TE-5�1R° tv PIPE_ SET i3Y THIS 5URVEY I iu 1� i C-/a T E S C A 5 L r,'l I N T /6O.OU !i /01D© 1INI71CAi E5 FFF t3v,iN►F<►�►►� D E, WCAT I O W XNOW ALL MEN f3Y THESE PRE S.9NTS THAT WE-_THF 1JIV0gj .s1GN1-0 ,0 WA/.rr,1"? 5 1N. FEG 51MPLC OF THE ApR0PER T Y HE REI3Y 1;;'LATT,EID HEl?E13Y /DECLARE 7NIS PLAT FOR CON00141N/UM 'I'URFPOSES. TH15 PLAT SHALL ISE RF_STRICT,E17� T© THE TERMS OF THE ICE CLARATi0A1 . J* 1Lr'D UNMET{ AU017-ORS FILE IvO l.s'yz7yNla-ReCoR1��E1.7 IN 110LU114E OF OFFJCIAL REGtaIR/3S RAGE - 'RECORDS OF F_J)M01v05, 11VASFl1NG7.6N IN WITNE 55 .WMEREUI=, WE NAV& I-I,ERE UNTO SET' DUR MA aS % AND SEALS THIS .2 0 OAy d F Tul- 1970 G I L B E: RT _: `B R G CA �.. C3 R GZ r °tea"- NOL-AK...:T / ElF�G ., _ VIA ME.RG� 51DIN E' C. KNUTSUN JEANNE L. KNUT_SON C frtY'©I!, J.- 4 MAN ✓ A R ©/ fj iGr ". V1C70R F. NE.iLS�lON 4-A'NE5 NE-1_50N STi t=`i'/ �. TMQ '_5 N MILDRED THOMP50N Z -7- T.HUR C9. T011yE EyMMA TCavV� -_ L rx�.�,,f'.��,- a '; 'a-1� :✓:.' (- a: l�? R ,if, i� ,L. f-:.xr. TU.V E.Y i OOR,a ) j THY: TUV -ARTKU::R: R..:WI.NDE 41041 L.'O WINDER M IL0RF-D':.L..IM..iNC7ER,. /V (t$ �c� 19 G 7-A/ S T. S. W. ACKNOWLEDGMENT STATE OF WA SNI/V67'01 V COUNTY OF SN6HO14I59 TH15 IS TO CERTIFY'T11AT ON Thy/S 'F`}`DAYOF�f.: ,1970 PEl�SDN,4 L`/ APPEARED BEFORE MF 61Li3ER7-8ER6� CAROL B,ERGI NOLAN J. ISF_RG S� YLVIA RE'RG, SIDNEY C. KN07-50Nl JEANNE L KNUTSON, CLYDE J. LOH14AN� CAROLYN LON"AA1 VICTOR F. NEL SUIv, A G•N,E ,ES IVL SON, STANL EY K. Ti'IOMPSON, 1v11LORED THOMPSON, f1i{T1I UR G. TDWE E'MMA TOWC, CHARLES C. TUV-y, DOR6774Y TUVEY� , AR1'NuR R. W/NDER� AVHILD WINDER, AND MILOR,z�D L. IN/NL7rER TO 1`14 KNbWA/ TO BE THE 1ND1V1OUALS WXO EXECUTED THE WIT/•1/N AA/0 FOREGOING- /N57RUM41VT AND ACKIVOWL.,E.DGED TO ME THAT TNEY' SIGNED TH4 SAME A5 THEIR FREE AND VOLUNTARY ACT AX10 DEED FOR TPE USES AND PURPOSES 7WEREIN MENTIONED IN WITNESS INNEREOF I HAVE HEREPINTG SET MY 11,gA10 AND AFFIXED MY OFFICIAL SFAL T/-IE /DAy AND yEAI{ FIR57- ABOVE WRITTEN NOTARY 0,U15LIC IN A- D FOR Tf{C STATE, OF . WA5NINGTON RE.510ING AT 47ANIA100D DESCRIPT10N THE SUNDSTOIVE CONDOMIAII UN1 PLAT EMBRACE 5 7'HE FOLLOWING PROPERTY /At SNOHUMI SH COUNTY ACCORD1NG TO PLAT.THEREOF RE66RD,60 IN VOL. 12 OF PLATS, PAGE 7, RE'CORA5 OF 5AID COUNTY : PARCEL A WEST / 6 0 FEET OF TRACT 2, WALLACE TRACTS, EXCEPT THE NORTH IS.B FEET OF WEST 140 FEET 74ERE0F. PA RC E L T3 EA S T 29` 9. 0 8 F,E,E T O F TRA C T 2, WALLACE TRACTS EX CEPT THE FAST 25' FE.ET THERE OF . PARCEL C. EAST 2S' FEET OF TRACT 2 OF WA41-ACE TRACTS THE SUNDS7O1vF— CONDOMINIUM PLAT EMBRACES THE FOLLOWING E'ASEM,ENT IN SNONOM/SH COUNTY FILED WITH Tq4 A110l7-OR OF SAID COUNTY UN1745R AUTO/TORS F'/LE NO 209691!9 IN VOLUME 322 OF PLAT ON PAGE NUP,7I3F_R . JUKE 61 1969 PARC E L D EASEMENT OVER STRIP 20 FEEET IN WIDTH TO BE LOCATED ON 7-1-IC: WFSTFRL.Y 170 FEET OF THE SOUTHERLY 9,0 FEET OF LOT,S- WALLACA. TRACTS EXCEPT -rHE WE5T,ERLy 140 FEET OF THE. SOUTH 70 FEET THEREOF FOR INGRESS H/VD EGRESS OF ALL OF 77i4A47" 2 DF SA/.O WALLACE T'/?ACT.f ENGINEEW5 AND 5URV1=`(ERS CERTIFICATION INE HEREBY CERTIFY THAT TI//S PLAT OF THE SUNDSTONE CONOOMIN101-7 If BA Sf D ON A C T UA L SURVEY OF TRACT 2 OF WALLACE TRACTS, 7-#AT r)YE 0/STANCES AN1:9 COURSES AR,E. Sh►dWIV .- COR8ECTL.Y_.77NEREDN AND THE LOT COP�Z>\/ERS HAVE 13EEnl •.5TAK.EDJON Tya GR6LINLC AND. THAT THE PLAT ACCURATELY .DEPICTS TH,E LOCATION AND 01"F_N5IdN5 OF T/1E APARTMENTS AS BUILT. PROP° ENGINEER PROF. LAND 5URV1 YOR LIC, NO, o8S,99 L1C,No. _/I+Z2. t ' 7REASUREIZS CERTIFICATION I,VeR;rt -S/ceces �TREA511RER pF:, SNOROA41SH COUNTY 120 HEREBY CERT1PY T1-1AT ALL TAXES ON THE WITHIN ID,E5CR1i3Et+`y >T'RAGT OF LAND HAVE 13EFN FULLY PAID 4/1p %O AA/9 INCLUDING THE _ XEAR 1970 .-V i ?/ COUNTY. TREASURER •� , RF CORD I N O J+i Fll r=D FOR RECORD. AT THE REQUEST OF �%O GILBERT BERG ON TN I5a-2,DAY. OfJUL.Y 1970 IV AT G -M.I1vUTE5 nAST /�/ O'CLOCI,C /' /V AN/n RECORDED JIV VOLUME, .3a Of .PLATS ON P/gGES /D THRU 1 �, J RECORDS Ofi SNOh'OMl SN CO. UAI stagy 7u6u f u i% COUNTY A.0 f T O R. PROPERTY L/NI' 24 9. 08 .*4 i 9 9-0 I q-o L 9-a 19-a 9-0 1 9.0 9 0 9-0 9-0�9-0 -0 9-0 : di 1 8 1 19 1 20 I 1 21 1 22 ' 23 1 24 ` 2 5 I z 6' 27 1 z8 1 29 1 30 1 � 1� 0, NI COVERED /BARK//VCR 5TALLS 93 - g 4, 9! a 19� �i COVERED PARXIA16 STALLS -� I I I i + _ -_ _ _ 9-0 1 9 D , c� I I , 1 .,T .;i .,� .,I „��t- 1 `� I LU13/3Y 9-/0 1 9-/0 1/b�o 1/d-o 1 /o-o /0 0-11-6, (� � 1 0� � Z 1� 1 17-+, 1 3 1 4 1 5 1 G d 7: 1 8 1 10 I 1 1 1 12 1 13 14 1 1 //D13l3Y R0014 ti O /t'EC2F_fil lQ1`d - `' r N1C EL�1! +� �I I IJ`� 6A `gyp 1 �J SA U "A i OOM I PANT Q R�o UN% _J ROOM Room i 1 1 2 3 1 4 1 5� Co I �i , 8 1 L l 10 1 11 1, �,• -j I I 1 , , I ��. ST�J�AGE LI�CKF_/�S C Z 2, /::,R O p,IE R T Y L. / /V F_ 249.08 NOTES 1, CDVEI2F_ o h-f1A RK"V6 STA1 L ARE NUM/3ERED / 7-I4ROLICH / S /NCLUSI V4�- A/VO ONCU)l,�F<Sb STALLS A1,?F 1VU1,-i/3C-RE0 /6 7-HR4!0G/-/ 30 R/VCLU51VF, A5 5/-10WA1 , IAGH rc1PA/RT/',-7F`N% UN)T SHALL. /3r= O/VF CU vE R )7 A /V/� ONE UH C D VIaRl l-) S7111 L. WHICH S/-I A L- L. i3 r- 0 6 S 1 G N A TC-- ID 4 N/..� A" F S F R V,E iD 7" H /.- PR l V1 7- E US,L OF Ge-11 GH S A 1 1--) AFAR i T-9L.N 7 0VVNFl2 0R H/ 5 A / 6,/V 5 2. S i' 0 Jt' A& ,C L U C.1 < L_ I? 5 Al R N /\l 0 /,-113 E /� /F 4) / T H /? o U G M / 3' /N C L /. / S/ V .45 S/-I0w'l1i� 0,14E L0C/<FR JHAL4.-. /3/L ,pSS JG')v/w/D TO F�1 GM AP/-1R /`TENT UN/T. 3ALL. 07-" :_1? AREA S/YOWN CAN % H13 AN /S n� S/UN�9T/wis A,-!� CON/MON /4Rl-A AND 4. EG.EV/aTIONS 13A5/ l.) ON Top OF ,,5 U i3 )t-L- OO R F L F V= / 0 0, 4 4, C,-r,- IN 4o SURJ=A- LE v = /08.83' A 5 F6i..L0VV57 &ROUN►> LEVEL PARe INCs gc RrC-R'E.Ai 1ON FLOOR PI.Atk I i -„ VI V 101 fillI r I BALCONY I Jz-0 I 7 6 _5 r �N /2 ' o yZ' I) r 11314LCONYI I N0T'E.5 I . TI-iI_ 0D4)/\/l,)ARIE S Of A/\/ AA/-1/2T/ %ANT ARE 7Hrz- IN7/SR/0R //VA/-L 5,u/?F4Cr-5 OF T/-IE WALLS) F40OR5 CF_lLlkJ&5, 1/►//n/00WS AN/) /a00R5 7'/�t-/�r� Gti, AND 130-rl-1 OF T//�-= l3ulLl�ln/C� sv/fir-ScR//3�,o AN/-) 7H/S AIR 2, `1AAR T l"7/ nlTy AR)_ I3Y O/, 02103,091 f l N/i 0 6% T /-1,E /.3114- A M C E OF 7-A445 CON$rl7U7 6 S COMP -;ON AREA O>;,' 3. ALL APARTMENT TIE 1-011-IEiV5'IONS Ar?T FR01-7 THF_ 130UNIDARY O F T14 E S& 3 /.;) j V/ 0 E /D ram/? O P/=1R 7 Y TO %'N l=- VV ✓) ,L L -50 R FFl C E o E L E VA T / U iv S /3 A5 0 ONEjpl AIRE A_S FO LLO VV .5. TOP Or SUl3FL601;l ,9 LE_V, CEILIN( ELEV. _ //8. /-c) 5. /�ERCEIvT�GF OF l/VTI=I?F57' /.5 �1S /=OLEOS. ARARTM/=n/ T l U/ _ 7 lot =-4-.£'2/O 105, G, 420E p/?opr:pTY L //V)-= 249. 0£3 ACCr-ss /BECK lid /027,S.i 3 � 10 Nc /03 104 28- I PA %l0 1 1 PATIO 1 l i 1 I PROP,ERTy LINF— 2408 105 m I RE a /6 � 7 _ y- N 202 30 �13r�L_Co/vy; PRoprl;RTY LINE 24 9, 08 ,QCCE55 ID E CX SToR. 6- 14 ;T h I. 7-1-IF- I30jjN0AI?/,E5 OF AN APAIRTMEIV A/?F_ THE /NTl!P/0/R l/VALL SU/?FACF_S OF 7 HE P,ERl M1=. T't .fl1 W1+LL 5 FLOO/-�5, C/r/L/NUS, vV//V/�OvsfS fl/V/� /�UC�I'S TMF1�E©!=, �9/Vt� THE APA):,rN7- IN(-LU).7tz-S 1307HxPol?T/UN5 c/ T /i/ 13U/L 0 //v!� SU ANl-,) j /-16 /H/Fig SPACF_- SO ENC01'PA-`w5F—P 2, A/_'A/?7"M/=NTS ARE /,;) 5/6-IvATlal,,) 13Y /V L) /,,? /3 rz. RS o/, 0Z, 03 0 4- A/VD 05 < 7H4- /3ALAA/C/! OF 7NE _.5UBD! V1/.iIf lD r C l'C0Mi-l0/V A / /: Aii 0R\ "L//.-ITC 0 3ALL Ak�ARTI\'llvn/i Tll-FI{UM THE I;DUNiDARY OF THc S1)6/;v///)-)1--iD P/?UPERTY rO T/-/fn /AFARi ME_-n/T 11VALL sUR/=ACE , 4-. E L E V A Tl O N 5 %3 A S `/J U N ' s'.%r t/3t_:: i.% DPI T U/kl SL=CU1�l/� FLUUR TPIR& FLOC>P %UN OF l 15. 3 8 / 28- 5) 1- 70/� O� CF_'lL11V& SUF<I=ACt- EL/=+/. = i27• S 2-� /36• 11c S �'ERc!"�vTn c,E vF IN T � A-d-5 i iS A a FO L L0 vv.5 �PA. i�'TMr_-7. &072 Ai -A P 1-jE:NT 30/ _ 8_2204 eO (�o 320a 303 6.C-5-q0 20 -- &,. /2 30 q- G. 4,974 1?0 6.a�-,5-1 305' 7./97,3 l 203 i13ALC0NYI L--_-- J 204 � m 29 113AI-CUNYi L-- — --J 2 7 =5 LLL I Q O N , F^ N /----I R 0 /=' /E R-T-V L//VlE- 249.08 I� 6N —) N 20-7'v� 5ALCUNY i 3:9'�z 13