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J ' '°,'- .�, +� y �i A,rr.,,,+• t r 1'r• •t. Yti. <br /> ' . •. 4 ,••�". a _ •ra t• .y <.:• Ifs-- _i�•-•...0 �r r . f c. .� w• .: , N• _ _ ,/ <br /> •,. {•4 .' ' 1 ., ,!h[i.•, . .{ V .. t. .��, -•. -''ice aa• <br /> .,, <br /> �,� ', ..�''�• ), ,q�, r�.•' r' ri., rf'1' 1. � .�.. '3./f• .t r'•}'1-iAr' � `r �'r' <br /> 1�-t � i r r.� r• • n t .ti;` - , '.i r �' - �• a`'�+f�,t i� , .l. • , • <br /> , Plan Cheak Nos B /18/9 SEPA 93-98 <br /> ,`;' y AplobcAddreee: 92/18/99 <br /> .a ,.+ Addreg: 9610 19TH AVE SE <br /> L• ,4 ' f• Owner; TRICOMM NW <br /> ., ,' !.-. PropoeednDee: TELECOMMUNICATION TOWER <br /> �.5'r�' f - CONSTRUCT 150' TE79c$MMUNICATION TOWER (SPU <br /> Dean. of Work: <br /> 17-98) <br /> • <br /> kt.V. <br /> g,::.::'•,•':, . '"• - c, !o:. - +^.' ,? OFFICE SET JOB SET <br /> :4 . II r'.' _' t APPROVED FOR PERMIT: DATE/. ./li BY/. <br /> .7„ I °•r r <br /> }' OO • O ,; <br /> • GENERAL NOTES: ' OWNER: • APPLICANT: <br /> •• <br /> TIMBERLAND HOMES TRICOMM NORTH WEST <br /> r-G..„ 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF 1997 UNIFORM THOMAS JOHNSON <br /> BUN.AING CODE AND THE PRESENT APPLICABLE CODES BEING ENFORCED 1201 37TH NW 1855 MILLER CREEK ROAD ",--.f <br /> BY THE JURISDICTION. <br /> ,'..,� • AUBURN,WA 98002 SEATTLE,WA 98166 '' <br /> 4''''.- ..;' • 2. MECHANICAL AND ELECTRICAL REQUIREMENTS HAVE NOT BEEN SHOO <br /> phone:(208)246-2501 <br /> ON THIS SET OF DRAWINGS. THESE ARE TO BE PROVIDED BY QUALIFIED <br /> `, DESIGN/BUILD CONTRACTORS UNDER SEPARATE PERMITS IF REQUIRED. CONT <br /> i--;•••'••,-, <br /> - S1:::) , EACH SET OF MECHANICAL AND ELECTRICAL DRAWINGS SPECIFICATIONS 'CONTACT: ACT: <br /> ' SHALL MEET ALL APPLICABLE CODES. CONFIRM ALL REQUIREMENTS PITH BUIL IG PERMIT APPLICATIOK ' _. <br /> yRETT• r AIRTOUCH PRIOR TO DESIGN&CONSTRUCTION. TRICOMM NORTH BEST • TRICOMM NORTH VILEST <br /> • THOMAS JOHNSON THOMAS JOHNSON • <br /> 3. FIELD VERIFY ALL DIMENSIONS&CONDITIONS PRIOR TO ORDERING AND 1655 MILLER CREEK ROAD 1655 MILLER CREEK ROAD <br /> muLTI - LISER • WIllEl.,..ESSBEGiNNING CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCIES. _ <br /> ,' SEATTLE,WA 98166 SEATTLE,WA 98166 . <br /> �,r;-!-. - phone(206)(206)248-2501 <br /> .. <br /> 4. ALL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED. phone:(208)246-2501 <br /> • <br /> • 5. REMOVE ALL BURRS AND BREAK ALL SHARP EDGES. • ARCHITECT: SURVEYOR: ` <br /> SWANSON ARCHITECTURAL GROUP <br /> 6. MAKE ALL EXTERIOR PENETRATIONS WEATHERTIGHT. DARRELL A.SWANSON <br /> ?4commuNicATioNs siTE 90 NW DOGWOOD ST. <br /> s� 7. DO'NOT SCALE MAYANS. ISSAQUAH.WA 90027 • N0. DATE By Revisions <br /> phone:(425)392-0616 <br /> 8. CONTRACTOR TO VERIFY SIZE AND LOCATION OF ALL ABOVE GROUND Seals: ,: <br /> , AND BELOW GROUND UTILITIES AND BE REApONSIBLE FOR ANY DAMAGE • . STRUCTURAL: LANDSCAPING: N 11s��ro ' ,.' <br /> I.�: ''' TO SAME. CONTACT WATER DISTRICT FOR EXISTING WATER LINE <br /> LOCATIONS. A110l�1�CT ,f,• <br /> `�"j 9. DURING CONSTRUCTION.THE CONTRACTOR SHALL FOLLOW THE ��(. �r,B r/ ',, �� <br /> • <br /> RECOMMENDATIONS IN THE GEOTECHNICAL INVESTIGATION PREPARED BY • I STAB WiAO1WIN1 <br /> THE COMPANY RESPONSIBLE FOR DOING THE WORK. CONTACT THE 'l <br /> ;'3 • ARCHITECT FOR NAME OF COMPANY AND THEIR PROJECT NUMBER. ', <br /> ' ELECTRICAL: MECHANICAL: DRAWWING NOT VALID UNTIL SIGNED <br /> 10. ALL DISTURBED SOIL SHALL BE HYDRO-SEEDED WITH NATIVE GRASSES AND DATED BY DARRELL SWJWSON <br /> t;:=••.. SAME AS ON EXISTING ADJACENT HILLSIDE. ' <br /> COPYRIGHT 1508 Barrell A. - <br /> • iii,Ile rUU <br /> ' al <br /> ' e ' . VMI owroot*. IMS_ ors and et d rte, <br /> ':' S Dorn'A.*mom Inti set.oAd may not ,; <br /> M uaad ar n*mat Ito a iet1aab �r`i <br /> Q 0 aMMMt.N ono and dMi iei b. . . f.,, <br /> netlsd rapartNg any slew ndaa to Mia ,•.�1, <br /> 0 Do not •�wf1orohNut Mem M �a1tA work <br /> i. <br /> r SITE ADDRESS: DRA96NGS PRINTED ON 11x17 • ,r x , <br /> 9610 19TH AVE SE ARE 50%OF SCALE SHOWN. ..';0:„,:",4 - <br /> t•• - 1 EVERETT,WA <br /> d Folio no. :9839102 .,.:::q•.... <br /> O <br /> k .q,,, o a o PROJECT DESCRIPTION: Date :2-r JAN 99 _4d <br /> LEGAL DESCRIPTION Scale :AS SHOWN ' ,._ <br /> ABBREVIATIONS AND SYMBOLS � INSTALLATKRN of AN UNMANNED MULTI-USER WIRELESS COMMUNICATIONS FACILITY. .. • - ., • <br /> •.',IQ' PLACEMENT OF POMEER MD TELCO EQUIPMENT AND y <br /> LOT 2 CONCRETE NOTES, WORK CONSSTS A 150 Designed b <br /> STEEL MONOPOLE WITHN A FENCED SITE. Drown by •�,� <br /> E� ACD ACCESS DOOR MFR. MANUFACTURER A PORTION OF THE SOUTHEAST QUARTER(SE 1/4 OF BECTON 1a TO*NSHIP 28 n, <br /> ADJ. ADJUSTABLE MN, MINIMUM • DETAIL NUMBER NORTH,RANGE 3 EAST,W.M.,SNOHOMISH COUNTY WAS INGTON,DESCRIBED AS` 1. N.I.CONCRETE SHALL A MADE FROM TYPE 2 CEMENT 25 SHALL Checked by :p� �:- <br /> ALUM. ALUMINUM MTG NIOUNTNG HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2500 PSI <br /> �`' FO LOWILVG: AT 28 DAYS. MAXIMUM SIZE OF AGGREGATE SHALL NOT EXCEED Approved by DAS ,',F <br /> ...1 - APPROX. APPROXIMATE MiL METAL ' GENERAL CROSS 031/KNOW AT THE NORTHEAST CORNER OF THE SOUTH 416.00 FEET OF THE <br /> I • • ANC AMERICAN BLOCKING WIRE GAUGE GR. MANAGER WV REFERENCING NORTH HALF(N 1/2)OF THE SOUTHEAST QUARTER(SE 1/4)OF THE SOUTHEAST 3/4'. SLUMP TO 2 TO 5. SUBMIT MIX DESIGN. PROJECT INFO: <br /> ,0 , •`4` <br /> N.I.C. NOT IN CONTRACT 0 O ,,,, <br /> -" QUARTER(SE 1/4)OF SAID SECTION i8. 2. ALL CONCRETE SHALL BE CONSOLIDATED BY INTERNAL VIBRATION -CONSTRUCTION TYPE: , , •;1 <br /> BMR BASE MOBILE RADIO N,Y.S. NOT TO SCALE SHEET NUMBER - THENCE NORTH DIT S9'S2'WIEST ALONG THE NORTH LINE OF SAID SOUTH N ACCORDANCE WITH A.C.I. TANDARDS REOOMMENDED PRACTICE OCCUPANCY: - Date issued for �?• `a <br /> • <br /> BTS BASE TRANMISSIONATKRI O.C. ON CENTER • <br /> 416.00 FEET A DISTANCE OF 30.007 FEET TO PONT ON THE WIESTERLY • FOR CONSOIJDATION OF CONCRETE. <br /> NO.OF STORIES: - Design Review t <br /> CAB. CABINET DPP. OPPOSITE 4-009 SW 1a-20N-SE LOT 2 SPAF0606110100 Dote Issued for <br /> • RIGHT-OF-WAY LINE OF 19TH AVENUE SE; •TAX IARCEL NO.: <br /> CCA CABLE COVER ASSEMBLY PNT PAINT THENCE CONTINUING ALONG SAID NORTH UNE A DISTANCE 229.21 FEET TO .THE - • 3. ALL COLD WIEATHER/HOT WEATHER CONCRETE PLACEMENT SHALL • BUILDING CODE • 1997 UBC Zoning Permft <br /> CMG. CEILING PR. PAIR JURISDICTION: Dote Issued for ,',0.:, <br /> ` ' CONC. CONCRETE P.T. PRESSURE TREATED <br /> POINT• OF BEGONrNG; BE IN ACCORDANCE WITH A.C.I.STANDARDS. - <br /> ` r THENCE CONTiNUING ALONG SAID NORTH LINE A DISTANCE 221.20 FEET TO A ZONING: 62 PtNim.BP Review <br /> r • CONT. CONTINUOUS 5CH0. SCHEDULE KEYED NOTE PONT ON THE EAST RIGHT-A-WAY UNE OF INTERSTATE HIGHWAY NO 5. ACREAGE: O,SO Date Issued for <br /> �```' DIA. DIAMETER S.F. SQUARE FOOT THENCE NORTH 18'35'36'EAST ALONG SAID EAST LIME DISTANCE OF ta7.93 • • 4' ASSUMED SOIL PRESSURE OF 2000 PSE. BEARING SpA Building Permit :1b FEB 9q • ::'':' <br /> i'`'-`'_ `• DWG DRAWING <br /> r.., SHT. SHEETTO BE UNDISTURBED NATURAL SOIL OR COMPACTED STRUCTURAL • O • <br /> ''; EA. EACH SAM. SIMILAR <br /> " • <br /> ELEC. ELECTRICAL • I�IL1.AS APPROVED. for Bid '•r:5�" <br /> STL STEEL THENCE SOUTH 08'10'39'EAST A DISTANCE OF 16E97 FEET. 9Dote issued `,.;•, <br /> ELEVATION THENCE SOUTH 01 49'21 *EST A SISTANCE OF 180.83 FEET TO THE POINT OF S. ALL NEW SOIL.AND SAND UNDER FOUNDATION OR SLAB SHILL BE DRAWING INDEX Date Issued <br /> EQ EQUAL StJSP. SUSPENDED BEGINNING. COMPACTED MINIMUM 95%PER ASTM D1557. for Construction : :• <br /> , <br /> EQUIP. EQUIPMENT SV. SHEET VINYL '+4 <br /> •. TOGETHER WITH ACCESS EASEMENT A. T TITLE SHEET AND GENERAL INFORMATION O O '+t, <br /> EXIST. EXISTING TGL TEMPERED GLASS <br /> '. 6. UNDER FOUNDATION <br /> EXT. EXTERIOR TNND TINNED /'SLAB ALL DOSING VEGETATION IS TO 9E REMOVED . • a O <br /> TO A DEPTH OF 6"BELOW GRADE. <br /> `` F.F. FINISHED FLOOR T.O.C. TOP OF CONCRETE - A-1 SITE PLAN <br /> 411) I SECTION • ;;;�: <br /> :,i �,„.Ej,� A-2 ENLARGED SITE PLAN ..',, , <br /> ":f•• GA. GAUGE tam. TOP OF MASONRY <br /> P....'= GALV. • GALVANIZED TYP. TYPICAL ' <br /> !: REINFORCWG STE ' <br /> • 'A-3 ELEVATION .�'°'�, <br /> 1. AIL REINFORCING STEEL SHALL BE ASTM A615 GRADE 40 BARS. f' <br /> • • GBX GYPSUM BOARD TYPE'X" U,O.N: . UNLESS•OTHERWNSE NOTED, A-4 FENCE DETAILS f <br /> ' r ' ASAI AMS STEEL MESH.{ALSO SEE SPECIFlCATIONS) <br /> G.C. GENERAL CONTRACTOR W.F. VERIFY IN FIELD ' <br /> • GPS GLOBAL POSITION STATION V.T. IANYL TILE <br /> DETAIL L-1 LANDSCAPE PLAN, ....*,:,-•.1.,..,!,,,,,.,..',,,,,..,,•‘,::,, <br /> •• .v GRAD GROUND WOW. WNDOW <br /> GYP. IID GYPSUM BOARD W.W.F. WELDED WIRE FABRIC <br /> INT. D HARDWOOD W/ WITH ` <br /> :-;': INT. INTERIOR & AND , <br /> ,"•;•;•••• , w5 MAX. MAXIMUM • AT <br /> ;• <br /> MECH. MECHANICAL Y=: <br /> .,'' 00 O O, O b 0 O O <br /> 0 ,:r <br /> CODE 4 oo 0 - , _-«�. : _ .9•-T - :,� . <br /> DATA VICINITY MAP .T ,t••', :: <br /> t:; PERMIT APPROVAL AREAlai, <br /> _. • <br /> 1. SIZE OF PROJECT SITE: 10. UBC OCCUPANCY OF PROPOSED USE: ' ;' ��� {' '� "f,•,,g y �� y� • • �� <br /> .:: FOR EQUIPMENT AND TOWER 04 S.F. <br /> ,!� ►n LP • RAI •,,• 4.,, , ' =•cy •-�- ♦ • • • • - ....,,,,..'t.:„, <br /> R, 4 3 S �s=r': <br /> FOR ACCESS EASEMENT 2345.S.F. B (UNMANNED FACILITY) _ ' <br /> ,� TOTAL •• . ., �' $PE�iAL INSPECTION-REQUIRED e4 NW o 0o stn <br /> 6388 S.f. 11. CODE USED FOR THIS WORK: �,�. """ t•'.' ''�� d <br /> xR r,a�s r <br /> Issaquah a <br /> 2. EXISTING ZONING SITE: ,. pi'c.., > 1Y A:• CERTIFIED SPECIAL INSPECTORS a qq a <br /> QF 1997 UBC• dt ,' - _ <br /> Fax 425 39S 1544 <br /> 82 - - .r. r0 THE FOLLOWING TYPES OF WORK: • <br /> (42 ) 92-0616 <br /> .. 12. FIRE PROTECTION: . ,;• �` ►.,' , <br /> 3. PREVIOUS PERMITS: {`t wr:� c ,rant: a a �;��>.� 1 +� , <br /> N/A ' =' i� (� * :' ;.t G ,t;.f.CR'ETE INSPECTION i . <br /> • <br /> 4. SEPA: 93-98 ?` G^iT l�:�s' '•=1 y4 f, H Q <br /> i• .r ,• ,,rrscs, ',;4:w,• V ,..,,,I-M Project title Q `' ' • <br /> '.' SPECIAL PROPERTY USE PERMIT: - y,. ,,"" •a."• •,r• i., ! � ' , :#, ,0 :e; .: <br /> SPU 17 98 _ <br /> 13. ENERGY CODE COMPLIANCE: }`�'• 'r,� �Jlc ►tN�1J� ` `', '�,; � �"� ,, G I._;s t„•L;,us MASONRY INSPECTION SOUTH EVERETT <br /> 4. VALUATION OF PlZQScT� N/A s.;�'' s. PnFrc 'w r '' `*'c <br /> ESTIMATED CONSTRUCTION '=ya;' `'' �:ta�r; 7.1rX1,41,1• "'+��u _ •► a�CLDINGird5r'ECTIJN '\ �'ti:SITE WORK, ACCESS dtNCEST: • 14. WIND DESIGN EXPOSURE: ,• - :yi;" r' 1/' r ���` 9TH• <br /> G/.IIGh ':• <br /> ., r_.e ' r.f SIRE MULTI-USER: „�3c,•if .p �.��+ WY t _ NGTH I30l.TNNG lNBPECT'IGbI Y � - • ' <br /> .,, ANTENNA SUPPORT STRUC. 80 MPH, EXP. C •_;.•: ',t '�If LQI y f -r` s - <br /> ' r #.rt �. ❑ • <br /> oTwER .._:.. • .; WIRELESS SITE. <br /> 7,-;..',;',,,,:.: ' TOTAL 15. SOIL BEARING CAPACITY: ,� L I� '; ,1 <br /> �{`` JIT.14$r <br /> r,•4} r. l�'r!� Q� ' 1- 1 r1•''.C,i <br /> S. PARKING STALLS:• <br /> SEE GEO REPORT '� , I 4If? i.-•---,I ''r�,tr •?b'. • � :'. <br /> a A <br /> t •;-r; • .... �, ;' _,, `�- h',:•',....... Sheet title <br /> fi i h, . ,'' 6. DESIGNATED IySITIVE AREAS, y [VIM k o41i!;r,� ►�"1.. <br /> 4 , - N/A, %.1@7n�„ 5' .. ° Mt' ,,. � MOTH _. TITLE SHEET k•' , : <br /> i -, y'a., <br /> FIRE PROTECTION '`�'" AND GENERAL <br /> 16 PRO _ a <br /> 1` ,` � C +ENGINEERS STAMP: vkt4: � � - �k'"' 'i't',;#;- � � •' 1 _ - -, : � ,.�a <br /> Y 7. PROPOSED u .PROJECT SITE '" ::: <br /> 0...,.:'', r .•_ COMMUNICATIONS FACILITY •* • _.. i. , , <br /> .�' r • e. EXISTINGBUILDINGS �c,5, „ h , s ::,, INFORMATION <br /> ,r.4,-*, 8 D G ON SITE: � ••••••.. 7'.•if•,.SF' .;;,:',,I•E' a: .' <br /> t ti NONE • icssrn ''.'"I ;f L. NORTH <br /> ICthf :•- ! �L <br /> f'k r' 17. NEW IMPERVIOUS COVER: •:oaf v'. ,c N '`^ <br /> fi" • 'tom f.. !WO,Sr Sr_f .:./.:".,,,,..a."--; i _ .. • .• Sheet <br /> r , <br /> ,';..L' SITE •' ,:,�'. - �rJ to #4.171,;„-...:- <br /> - <br /> P, - I Shno. . t 'r <br /> I ' ' 4043 S.F. lo3r i a� • <br /> • <br /> 9 BREAKDOWN <br /> � OF USES: ACCESS DRIVEWAY 2345 S.F. ,'• ' <•r'3 _'!'Ei1� s;_ r '�- ,• i• <br /> Cr COMMUNICATION FACILITY 't ,, <br /> y, S TOTAL 6388 S F. ,a• I. 4, - ., .. <br /> .,' • • 0• Q O _ to <br /> • <br /> . ,. . . , 6 •' -6 . <br /> 9610 I9thAVESE• f r ii ' -..._ s .f 'i r �.r w•, ..a ,y r. L•1• -a e.,:d• <br /> 3 1 <br /> � -. . �. -- -: -�-_... .-_ .,-... .,., ..,�....r,. - .. -,- ..- -. ....,. _. ,_..._-� _� ... .-� _4 �.- • •• . <br /> - , gid. � <br />