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S.L 5EATTLE, LA 981(o'0 TEL: 2(.�G�-324-3h98 FAX: 2Ci6-824-3�©8 CONTACT. HAROLD DUNCAN50N LANDSCAPE ARCHITECT FORESIGr 4T INC. 40 LAKE BELLEVUE, SUITE 100 BELLEVZ, WA 98005 TEL: 425-64 -9660 FAX: ;A'-' E CONTRACT. 5ANDRA H45EGAL4 AX AIR COVlUITIC)N:i EL, Ea MTL -E-A, i 91L STEEL AD ADAWAEL£ ELEv E_EC'4,:.A I'm "WFACIJL-R 5TR1C 67w-c-.RAL AR- ABOV£ W5N FLO(: Ea EakA, ( MGR IANAGER I WeF 5115PENDE:1 APFR '' APFWxI'ATElt I EOJIP EOJIP£*_ MN "IRvPIP? 15'v SLEET 'vN'iL ,*Tw APEW,,* 30CET" En, EACW 1.:" ' 1+15C lml%, •a$ ut � '� 5Cw F.DI..0 ✓;ORTE5'iNG Ex E,C3T'HC: N lCR`+ rylq 14ZAA5.4 A4G A4D Ma'FJaALS .�lswR 4. � C"rA ExT ! qN Eovz�.R FNI& I •V0' APPL4rA0L.E TMC TNt"ED --Olk H-JO�:.l. ffl !1G *+CT iN Gk�TRAC_'T iL.0 T/X" GC*K TE $LD6 e( LL1W. LX)R I M6 ''TOT TO SCALE 7111 TOF 3'1ASR Z'" W< 151.0cX f? 'POT O.G. ', sN X14TEN TYP 75 r1a 51EE 65 !•LIL1wi 5*ARC-A: 5A W" OC 0LT51DE DA"ETER CLG CEILWY (*AL/ GAL.AP::,s, 7% OfYa me U�'JR'•EitelLs•?Y'� CLp CLEAR iC. 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PROJECT r, 96160200 L^T 5, EARLINGTON INDUSTRIAL PARK NO. i, ACCOR:., Nrs `0 TH, PLAT THEREOF RECORDED IN VOLUME 63, PAGE 110, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON, LEGAL DESCRIPTION IS PER TITLE REPORT BY FIRST AMERICAN TITLE INSURANCE COMPANY ORDER NO. 369243-2• LEC-4L DEIfTION � DOCUMENT RE1 ELIJ :,ATE GTE - SCM -- -- ATE JMCG--AT=- JMCC - 54R — - CATE �-� JM✓. : LUG .__._—.—__--.._.— - RL/J 1.v ATE GATE — --------- --- ------ ----- DATE 4FiL.5 �-- ---- --- AFFL!CANT: GTE WIRELESS OF Ti4E PACIFIC, INC. 2µ45 1407i4 AVE. N.E., SUITE 202 BELLEVUE, UUA 93005 SITE ADDRESS: (000 SW IOtI^ STREET RENTON, WA 98055 .niIN, ER: JCSEP+-» T _ RYERSCN 30 UV. '"10NROE STREET CL4ICAGO, IL E0603 pRCJECT D ESCRIi`'T!ON: GTE PROPOSES TO CONSTRUCT AN UNMANNED TELECOMMUNICATION FACILITY CONSISTING OF A THREE -SECTOR ANTENNA ARRAY WITH (4) ANTENNA PER SECTOR, (2) PRESENT AND (2) SUTURE, (12) TOTAL AT TOP OF A 100` MONOPOLE AND A 500 SQ FT PROJECT AREA CONTAINING TRANSMITTER EQUIPMENT. BUILDING INFORMATION: ZONING: IM CON-57RUC T ION TYPE: MONOF'CL E O//C11CuPAN_'Y : UI& vVD E' UBC iQ34 JURISDICTION: CIT'!' OF RENT'''N ENERAL INFORMATION: 1. P4WING REQUIREMENTS ARE UNCHANGED 2. TR-,FFIC IS JNAFFECTED 3. NO 5IGNAGE 16 PROPOSED 4. NO 61-E GRADING IS PROPOSED PACE NUMBER: DEFT ON; T-' TITLE 514EE- OVERALL SITE PLAN, GENERAL NFORMATICN A-' ENLARGED 5iTE PLAN 4 ELEVATION A-2 M15�; DETAILS L -' LA�CSCAf'E PLAN a DETAILS C-' SURVEY 0i .,,, I i r r; - iL -1 y U w � i --- --/_ X N 41H 5w VICiNIT• ZONING. N.:,.sTfPl4! Sid iTH STREET ZONNG: - r 'STRIAE NL. lSEER: TREE LEGEND J DECiZ _J:.'5 TIEE AL12 AL_ =ALDER -f MP=MAPLE _Y TRUNK DIAMETER (IN) DS=DECIDUOUS MA=MADRONA OK=OAK =- - EVERGREE',, TREE CH=CH=RR`' Al yDF18 �E =CEDAR 195.2 DF=DOUGLAS FIR TOP EI MEASURED HE=HEMLOCK PI =PINE EVC-s=EvERGREEN tiC'= TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS WERE 4,Rc=ROXIMATED AT 3.5' TO 4' ABO•✓E GROU,N _EVEL. TREES LESS THAN W NOT LOCATED EXCEPT AS SHOWN LEGEND LINE (BURIED) --- -----;j�— POWER LINE (C/=_R--=4D.) �r POWER (UTILITY) POLE 4- GUY POLE OR ANCHCR. LIGHT POLE/LUMINAIRE — ----- - — G GAS LINE GAS VAL V= ---- - - - — P+4CNE LINE_ ( OVERT-4E AD ) C TE_E=-+ONE MANHOLE --- SS SEWER LINE O SEWER CLEAN OUT ❑ CATCH BASIN --SD— STORM DRAIN WATER LINE D4 WATER VALVE FIRE HYDRANT WATER ER METER LINK =ENSE 2.4C'. ExiSTING 5;=CT ELEVATION CO'�-E.:C'�'R 2ESPON ,TREE =✓R �ECuRING :L� ROC.. E 7, DER^ iT in 12 ZONING: Q INC,4TR'AL J � ZONING: 51 o 1 INDUSTRIAL i �eiTwi 1 I ZC►�tIW-z: - ;*L�tJBTRIAL N 2445, 140TH AVE, N,E,, SUITE 202 BELLEVUE, WA 98005 425-895-7000 3,"(0%98 i PRELIM REVISIONS -` NO. DATE ZL — !� ON RT 'C T ON Fi'RAIIEY / ST'RICK -R ARCHITECT S 202 LAKE WASHNGTON BOULEVARD SEATTLE, WASH NGPON 98M TEL 206/324-4800 FAX 206/322-2875 PROJECT #: 57— NAME MESON Pi�OET" SITE NUMBER SITE A,:;DRESS (GAL ✓LL 10-n STREET ;;_:'1=N /7 V uj4 ea0r-✓- S"EET TITLE I TE FLAN F O. E CT INFORt" 14T i ON N7 5-BEET NUMBER Ell NOTE. G-= RE&PONS!BLE FOR FAA L!G-T!NG AND ;=XN T SPEC!Fi0.1TiON5 120.0'± EL. 20.0'± ASSUMED Ili 0 ANTENNA BEE 42 FUTUI;:E EQ.a�1~'MEN7 -- I I i 1�i-ne LIGHTNING ROD v -uTU\L GARR`=R STEEL MONOPOLE VERIFY HEIGHT W/TOWER MFR, B" OTHERS r— GPS ANTENNA 575 EQUIPMENT. SEE 42 TRAN5iTION VAULT t GOAX CONDUIT, VERIFY WITH MFR SEE A2 6'-a' HIGH Ct4A;N LINK FENCE LU/ TI-TREE % STRANDS O;= E34R3EG WIRE. 5EE A-- / /IF I, % cQUIPI` 1ENT SLAB, SHE 42 I i POLE E SOUND A T i ON. eY OTHER5------- — — — L _ _ — _ __ I ; I I I (EX.) LIGHTPOST (EX.) CURB (EXJ PROP. L INE ROCK 0 0 (EX.) FLAGPOLE /l— (Ex.) PRIVATE f/ PARKING - (EX.? GONE;. GURE 10'-C' WIDE FUTURE EQUIPMENTi--�� - - - - - GL-E `=t A2 -� FUTURE CON--. SLABPROPOSED ROUTE OF UTIL ITY TRENCH. I SE= A-2 - ------ - --- —�.� - - �(---r ---- r--z—>E---- X— r----------� Q , L-j 0 of ff ! -il CV 1 ! NEW 5' LANDSCA-E BUFFER WC EX) LANDS( BUFFER N NEW (o' NIGH CHAIN LINK W/ THREE STRANDS OF BARBED WIRE. SEE A2 /- --& ANTENNA ----- STEEL MONOPOLE SSE 1/A1 _— ANTENN, PLATFORM ABO`/E 5EE 1/A1 CABLE ROL,TE. 7EE 42 UTILITY 5ERVIC= MOUNTING =RA',!E UJ/ UTILITY CONDUIT STUB IN SLAB. VERIFY REaUIREMENTS. SEE 5" EQUIP" PENT SSE A2 \ CONC, SAD, SE:E 42 -- TR<,NSI�!ON /ALT � CCAx CO?�D U!T; `,/ER1FY Wi MAR. 2445, 140TH AVE. NZ., SUITE 202 BELLE VUE, WA 98005 425-895-7000 /16/a8I PRELIM OON�T��OTiON 5ET FRALEY / STRICKER ARCHITECTS M2 L MM WASFNIIGIUN BOULEVARD SFAT'TLE, WASIU NGTON 99= TEg- 206/324-4800 FAX 206/322-2m Wj E.. S;RtCtcER SITE NAME R`'E�SON p�O�ERT�' SITE NUMBER 4fRL I NG T ON E,ITE ADDRESS O O 5�'w1'0/t6 h�q-TRE-/E T RENNT7 N, W,4 JVSG/�i� F—I-EE-1 TiT�_ ENL4;F,'�� ED SITE =L4N 4ND TOWER ELE`,/,4TION5 S+-�EET NUMBER pL.- - SCALE: 1:1 RYEA1 3/16:'98 �:��' '^�1ER ELEVATION EN_+ARGED SITE PLAN NCTE. ONE E:�GE JF ANTENNA CON CTOR TO -N� NOTES: O ES: MOUNcPLATF^RIM TO BE ORIENTATED "O PRO,/!DE 4 IN57ALL I 4'-0' 2'-�0' 3'-0' 1-5/5' A16TRUT .sE _R4� 30 O F OF TR E NORTh — SECTOR A � I �ONDUItS FROM ^ SPACED 45 RED. U CONTRACTOR TO NOTI=- PROJECT MANAGER OF ANY DISCREPANCIES WITH THE AZIMUTH, 30` "RUE NORTH; AZIMUTH = 30' EQUIP. CABINET TO =UTURE CONC SLAB' FOR INSTALLATION PROPOSED LAYOUT FE OR TO PROCEEDING. (©• *ram NOR-4) \\ (2) DIREC TONAL TRANSITION VAULT - _\- ----OF EQUIPMENT •. - P c C ci-T c TO E PPE 2) ALL PIPES, BRACKET„ LATES ONN�� OR.; AND M!SC. ;-+ARG�UARE � � B� �+O -G' D NOTED. � - I - C /� \ PANEL ANTENNAS (2) FUTURE PANEL PER MFR 1 (3) TYPICAL GALVANIZED UNLE55 G-HIERW15E / �J \ MECH. TILT: 0 *O _� �� AND 3) INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS I-1 t MODEL: 4F!9Wl4TO , �- rR U7 FO CONDUIT KNOCKOU OR ! ELECTRICAL T ELCO EQUIPMENT± RECOMMENDATIONS UNLESS SPECIFICALLY INDICATE✓ OTHERI�,�ISE OR WHERE LOCAL DOGES IN EQ, ;P. CABINET I VERIFY EQUIPMENT OR REGULATIONS TAKE =RECEDENCE �;% A r y I I I REQUIREMENTS UJIT�-{ 41 PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC �I - I --- _ _ PROJECT MANAGER OUTLINE ONLY UNLESS NOTED OTHERW!5E �' TRANSTICN - I t 1 1 ; 1 P9200 UNISTRU 'T E �U I!III (-ALL R�CIC�... �FOR� 1:. SECTOR C 0 I PC5T WITH 1/4' - AZIMUTH 210' i 11 SEAL PATE ANTT ENNA NOTES (2) DIRECTIONAL E EQUIPMENT SLAB I i i i ; L;ELD_D IN TOP ) ALL ANTENNA ANC COAX' AL ANTENNA CABLE TO BE FURNI5+4ED 4 INSTALLED BY OTHERS. FANE' ANTENNAS, (2 ) FUTURE PANEL IV�(�)'x(o'x!114' SEE ti!A2 LINE OF CONG PA. 2) ANTENNAS TO BE PAINTED WITH 5_ER'�JIN WILLIAMS DTM ACRYLIC COATING, THE PRIMER 15 ANTENNA I I I / \ r UNISTR T S♦-IERWIN WILLIAMS DTM BONDING PR!MER'8�o6A50 AND THE TOP COAT APPLICATION 15 SHERWIN WILLIAMS DTM ACRYLIC COATING "66W100 5ERIE5. ALL PAINT TO MATCH ADJACENT MECH. TILT: -2 T MODEL: AP199014;0 \ C�, FUTURE EQUIP. GAB. -,� ( =L / 1TION r-RONT ELEVATION BASE 5OLTEC TO CONCRETE P AG 5 RFA AN TO A PRGvED BY THE PROFE55iONAL, (AL5O SEE MANUFACTURER'S SPECIFICATIONS) U CES D BE P ,��� _ _ Lam' SECTOR B RADIO EQU!'= CABINET VERIFY MFR. ANC :� AZIMUTi✓ = 150' REQUIREMENTS W1T� I � _ NOTE: EQUIPMENT FOUNDATION NOTES aNTENNA MOUNT PLATFORM l2) DIRECTIONAL PANEL ANTENNAS PROJECT `lANACsER -t MINIMUM REQ D CLR ` I �.: - 0 I 36' MINI' 3_E.,RHNCE R_O' RED BE r JEEN INSTALLED ELECTRICAL EQUIPMENT AND ANY 1) ALL CONCRETE 5+-4LL BE MADE FROM TYPE 2 CEMENT AND SHALL HAVE A I I AT TJP OF MONOPOLEt 5EE (2) FUTURE PANEL e)PAGE AROUND •••, i OBSTRUCT C1 MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 28 DAYS. P MANUFACTURERS S+�O � AN T EQUIP. CABINET, t MAXIMUM SIZE OF AGGREGATE SHALL NOT ExCEED 3i4'. SLUMP TO BE 2' TO 5'. DII,GS FOR ADDITIONAL INFO---' MECH. LILT: 0 e _ 2. LOCATE BOARD PER HRC-i!TEGTURAL PLANS BY CTt4ERS, T+�I5 DETAIL 15 2) ALL CONCRETE SHALL BE CONSOLIDATED BY INTERNAL VIBRATION IN MODEL: APnWi4TO NOTE EQU!p' '=_NT CABINET 5UPP: !E� ANC INSTALLED 3, SEE ONE -LINE DIAGRAM, THIS SHEET FOR ADDITIONAL INFORMATION ACCORDANCE WITH AC.!. 5TANDARG5 RECOMMENCED PRACTICE FOR FOR N=0RMATImN ONLY: cONTRAc T oR TO VERIFY ALL CABINET REQUIREMENTS TOU)ER PLATFORM PLAN 1/' = 1 -�° I PLAN -EQUIPMENT CABINET 1/4' _ ! -�' Ei�✓'R!�AL SUPPORT BOARD v2' = I -�° CONSOLIDATION OF CONCRETE. 3> ALL COLD WEATHER/HOT WEATHER CONCRETE PLACEMENT SHALL BE IN ACCORDANCE WITH AC.!. STANDARDS. 4) ASSUMED 501L BEARING- PRESSURE OF 2000 F.S.F. 1 REARiNG SOIL TO BE UNDISTURBED NATURAL SOi- OR TRANSMITTER EQUIPMENT CABiN1ET5* COMPACTED 5TRuCTURAL MILL 45 APPROVED BY PROJECT MANAGER PROVIDE.^. AND INSTALLED r^ r c° 5) ALL NEW 501L AND SAND UNDER FOUNDATION SHALL B- .CMPA„TEC MINIMUM 9. °. EQUIP' -PENT C "5INET �..- -� ` BY OTi,-ERSt CONTRACTOR TO j % VERIFY MOUNTINiG REQU!REMENT5 6) UNDER FO'UNGAT!ON ALL EXISTING VEGETATION IS TO LE REMOVED TO A DEFTH OF ' I ��� WITH MANUFACTURERS 6' BELOW GRACE. KNOCKOUT PLATE, SEE E_EGTRIGAL SHEET 12 GA GALV METAL SHROUD CABLES FURNISr-!EG t fNSTALLED BY GTE, CONTRACTOR TO COORDINATE REINFORCING STEEi. rn �� MTS. COAX INSTALLATION W! PRC,JECT !�GR ) ALL REINFORCING FEE- SHALL BE 45TM A615 GRADE 60 BARB. `4 ! I - 8' CONCRETE SLAB ON GRADE SUPPORT BLOCKS r-I-5/8' UN!5TRUT CHANNEL ASTM A185 'FEEL MESH, (ALSOSEE SPEC FICA , !ONo) W/ (ox(o x W25xUJ2.E, WELDED WIRE OR OI.INER / AT 3'-0't O.C. HORIZONTALLY � APPROVED / /- - 6' COMPACTED CRU3;-+ED ROC+C � EQUAL � ---- �:�uIPMENT CABINET " I, _ r a �� �ABINET SU PLIED BY GTE. EQUIPMENT TO BE �4CED TO SPECIFIED - �� �� / GRADE PER SITE PLAN THIS SHEET EXPANSION BOLT (TYP_) , - f l _QU'FMENT _OCATION BY CONTRACTOR WITH SUPERVI51ON OF MOTOROLA TECHNITIANS. O �% SLOPE TO DRAIN AWAY FROM PAD ; 0� ' - - �a--��--�r--n--------------- ----- ---- •-- 1• fit° 4 4 � ° p 3 OIL------------ A 4 A pp i 9 REBAR COVER: "-I i� , �II_I �I i-i;� ' F_I I 111_ I I I I I=I -i `" _� �, ^ \ �� � ,- yz _ t. ' .t ` AT FORMED SURF,4-� E� - ! l-.1- _- CONCRETE PAD Al UNFORMED SUR=GCES 03 54R AT Iro' CC TYPICAL 2'-0' MIN. 11` TO FROSTLIKE AT F'ERIMETER = = -DIMENSION TC B_ �)=TERM!NED BY I'-6' MIN 1 -0' (2) "a BAR, COrN7iNUOU5 TOP SIZE AND NUMBER OF CABLES TYP ALL AtiG BO OM AROUND SEE FOUNDATION NOTES, THI5 SHEET, FOR ADDITIONAL INFORMATION 10'-01 10'-0' % -- --- � i - 3 STRANDS O� B�+RBED WIRE TYPICAL PANEL STANDARD GA"= _ -= i � MOUNTED ON KN�� BRf=+G- FINISI-{ED CzRADE, AC OR CONIC PAVING AS SPECIFIED MATG4 SLOPE AND THICKNESS OF EXISTING z KNEE BRACE TO OUT5:GE �4 +/ ' Q ti: FINISH GRADE j O U fY TOP RAILot �..�....:.....�... I Z E - Q -.......:........'..._...:...:.:...:.....:...:.:.:.:....'. - _ WARNING TAPE I - �; - O -� :. ,:..':'...J....:':.::.':'.:....'_ ..... III= E I .I _ UNEXCAVATED �`- :.. ..... ` m 'N �M= M' J E5H TO FINISH GRADE .'.'.'.'. ....... _- EARTH - - Q - .'.'.'.'.......' .'.'.'............ - j I _ TRUSS OR TENSION t r 1 SITE G-R4Z ING I U Q I I I ............................. COMPACTED FILL - 609° `� - SEE _ETCH ' ROD AS REQ'D I i NOTE '8 i I I U ►. ` O m 1 1 STRETCH BAR I I F- 1 vi 0 I ( " ELECTRICAL CONDUIT�S)t I �,'" BOTT. TENSION �4 � �, i i \ WIRE .......:....:........:.. - W UI -! . - 2-1/2'0 MIN, SCHEDULE t ;. 1 W ? I I • CHAIN LINK FABRIC 1 1 1 1 1 1 ---CONCRETE FOOTING-TYP�I _' w w 40, OR A5 SHOWN ON PLAN W (� I, i J Zi (� J L_� \ L_J r- - L11 _ ............ .......... . 12' DIA. FOOTING `-18' D!A. FOOT! tiG a !s�•'E LINE POST AND CORNER POST "' I (I I ITt . .' . . . . . . . TELEPHONHE �LE�4m, `'' -1 :: _ 2 0 MIN, 5' OR AS SHOWN ON PLAN S CtICNyATION GENERAL NO -ES I i CO !Ffi CTED SAND I -I : „ :' ; - NOTES: -- 1. GATE PO3T AND CORNER PC5T 2-1/8' C.D. PIPE, 5CHED 80 A5TM-FIa83 5. P45RIC: 9 GA. CORE WIRE 51ZE 2' MESH FABRIC t0 TOUCH GRAVEL BASE ` 1. EXCAVATE TO REQUIRED DEP'- 2, LINE PC5T: 2-1/8' OD. PIPE; SCHEG 80 A5TM-F1083 6. 71E WIRE: MINIMUM 11 GA. GALVANIZED STEEL !-III-III-III-_I I_I-I I 2, VERIFY ALL TRENGH!N(a RE_u'R_"E"T _ I -I i - - - i PER LOCAL UTILITIES. 3 GATE FRAME: 1.90' OD., SCHED W ASTM-FI083 1, BARBED WIRE: DOUBLE STRAND 12-1/2 O.D. TWISTED WIRE TO MATCi4 FABRIC WITH 12 MIN I 3, CALL BEFORE YOU DIG!! 4. TOP AND BRACE RAIL: lb6 O.D. PIPE, SCHED 80 ASTM-F1083 14 GA,, 4 PT, BARBS SPACED ON APPROXIMATELY 5' SEWERS 8. GATE LATCH: 1-3/5 O.D. PLUNGER ROD WITH MUSHROOM TYPE CENTER CATCH CLEAR ONTAC- " CAL UTIL!_` CO,^IPAN`' TANDARD CxATE 1/4' = I -o° TREN�� .._ -= _ = -0° I - I I I f I I yi /Y 4( J �-' a <r 1 1 �vnj/J 2445, 140TH AVE. N.E., SUITE 202 BELLEVUE, WA 98005 425-895-7000 I RELEASE I D ATE 3110/98 1 PRELIM FRALEY / STRICKER c A R C H I T E C T S 2M >I.AU WASHI rGIDN BOULEVARD SFAI-rLE. WASIIINGTON 99M TEL 206/324--4M FAX 206/322-2M �/'�. /'• T 1t SI _ NAME SI`E ADDRESS ;cOO SUU IOth STREET RENT ON, UUA, 98055 /ANTENNA, EQU P'„!ENT `+4EET NUMEER PLOT SCALE- k1 RYCA2 3 /161gS / (i ✓ J l OX I ,Ex. wDy a�E SUf=E rR L . �LaNDSca>°E Bu E F PLANT LEGEND SYMBOL BOTANICAL/ COMMON NAME Cupressocyparis leylandii/ Leylandii Cedar S QTY SIZE 16 6'-7' ,3 C wrr;t :t+4 trap *1AN4IZW 1, Wi9& =L""y CS --M- 1Il..uo) zxz w= iOA!,v 4VN hb b4k 011- M tv 1*47PVRT i-. 'ArCFO W Ar WPI�'( 4J48f t7 Ys Ic NM-ArA+ -r !PO 1 �i•( �^�DN hG�,/� CF- FLED (YzKArvr,'/sJ-T q F!tiMLY TREE PLANTING / STAKING �7 Wes' -OW 4� NIIUK, it •.•�•V. maw yb &wr- Ha44i w,oLa- 6-HNn .motuk1N At'tt,� 'j We �t (t' ZCV� tLtZvM SIN �VV I-r'V f�L y Z' Mae*- MULZ-4 or.1 �.oNtal,tp al - SHRUB / GROUNDCOVER PLANTING "T1-1e 15T:p TYPICAL GROUNDCOVER SPACING Z4 .r e, ► u.1LN jnol{- Ah t,1�11� BED EDGE AT PAVING LANDSCAPE SPECIFICATIONS 1.00 GENERAL 1.01 Landscape plan based on site plan by Fraley/Stricken Architects Inc. All site plan dimensions and conditions, building dimensions, and site development should be verified prior to installation. 1.02 Scope of work A) Furnish all materials, labor, equipment and related items necessary to accomplish soil preparation, placement and grading of topsoil material, placement and grading of fill material (if required), placement of specified plant material, fertilizers, staking and mulch, protection, maintenance, guarantee, cleanup, debris removal, and related items necessary or incidental to complete the work shown and specified. Obtain necessary permits and install per local municipal code as well=as neighborhood codes, covenants and restrictions and per manufacturers recommendations where applicable. 1.03 Work by Others A) Protect trees and shrubs on site during construction by fencing off with 4' temporary chain link fencing, flagged every 51. For damages for loss or injury see 3.06, B). B) The site to be cleared and grubbed of all vegetation, paving, gravel base and other debris not to remain. Subgrades are to be set prior to landscape installation. C) Subgrades to be provided within .10 foot, per site grading plan and per landscape plan, minus 8 inches. D) Weep holes to be provided in curbs, spaced a maximum of 101on center. 1.04 Responsibility A) The Landscape Contractor shall be responsible for the protection of adjacent property, existing plant material designated for preserva- tion, and the safety of the general public. B) The Landscape Contractor shall be responsible for coordinating his work with all other trades as needed. C) Utilities: The Landscape Contractor shall call the Underground Utilities Locater Service (1-800-424-5555) prior to commencing work. He shall be held responsible for protection of, and any damage to existing utilities and structures. He shall verify the location of utilities with the General Contractor. 1.05 Verification of Existing Conditions A) Before proceeding with any work, the Landscape Contractor shall verify all dimensions pertaining to the location of walks, vaults, light standards, hydrants, and any other existing conditions, including adverse drainage. Should any errors or conflicts in drawings or specifications occur, the Landscape Contractor shall notify the Landscape Architect immediately. 1.06 Contact Landscape Architect regarding all site changes and alternates. 2.00 MATERIALS 2.01 Plant Material (As noted on drawing and as follows:) A) Trees to be self-supporting, with full heads and leaders intact. B) All shrubs, trees and ground cover to be full and bushy: all trees to be straight trunk with leader intact except multi -trunk trees. C) Plant material may be rejected at any time by the Landscape Architect due to conditions, form, or damage, before or after planting. 2.02 Topsoil A) Red-e Topsoil 60/40 mix (60% fine sand & 40% compco composted mulch) or approved equal. 2.03 Fill Material A) Sandy loam material, free of rock and debris over 211 in diameter. 2.04 Mulch A) 11Gro-co11 (composted mulch) or approved equal. 2.05 Fertilizers A) Formula 6-4-3 Webfoot Jumpstart Transplanter as manufactured be Lilly Miller, or approved equal. B) Osmocote or approved equal. Apply per manufacturer's specifications. 3.o0 Execution 3.01 Soil Preparation A) In all planter beds scarify to a depth of 8 inches and applly a minimum of 6 inches (after compaction) of specified topsoil and rotovate into the top 8 inches of the subgrade.Remove all debris and rock over 211. 3.02 Rough Grading A) All areas shall be rough graded within .lo foot before planting. All grades shall produce positive drainage away from building and thru all planter areas to avoid low spots and standing water. Areas shall be graded such that new grades meet and blend naturally with the existing grades. 3.03 Planting and guying and staking (Per details and as follows). A) Plant only during seasons of locally accepted practice. B) Crown of plant shall be slightly higher, after settling, than adjacent soil. C) Layout all mass plantings per detail and maintain a 2' clearance for car overhang and from paving, walls, curbs and property lines. D) Bareroot trees shall be planted only between November 15th and March 15th, and plant per standard horticultural practices. E) Fertilize all plantings with "Transplanter11 per manufacturer's specifications. Topdress all plantings with "Osmocotell fertilizer per manufacturer's specifications. F) The Landscape Architect shall supervise pruning of trees and shrubs. Limit pruning to the removal of injured twigs and branches, unless otherwise directed. All injured tree roots to be pruned vertically with a sharp knife before planting. 3.04 Mulching A) Provide 211 (after compaction) layer of mulch on all planter beds. Maximum depth of mulch at crown of rhododendrons and azaleas to be one-half inch. 3.05 Final Clean-up A) Clean all planting areas and finish rake. Wash clean all building and paving surfaces that were affected by landscape installation. 3.06 Plant Protection A) Protect all plant materials against harm from wind, unusual weather, and the public in accordance with accepted horticultural practice. Special planting techniques, defoliating, wiltproofing, or spraymisting may be required for unseasonal planting etc. B) Landscape Contractor is liable for damages of loss or injury to existing trees and shrubs resulting from the contractor's failure to protect them. The just value to be determined by the Valuation of Landscar)e Trees Shrubs and other Plants, Current Edition. 4.00 MAINTENANCE 4.01 The Landscape Contractor shall be responsible during the contract period for keeping all plantings and work incidental thereof in good condition by replanting, plant replacement, watering, weeding, cultivating, pruning, spraying, reguying and other necessary oper- ations of care for the promotion of root growth and plant life. Landscape Contractor will perform above maintenance duties in all landscape areas until conditional acceptance by the Landscape Architect and Owner. 4.02 Paths, sidewalks and all other paved surfaces shall be kept clean when planting and maintenance operations are in progress. 5.00 WARRANTY 5.01 Warranty materials and workmanship for one year from date of con- ditional acceptance. Landscape Contractor shall not be held responsible for damage resulting from excessive climatological conditions or work by other contractors, but shall be responsible for missing or vandalized materials until the project is condition- ally accepted by the Landscape Architect and Owner. /i' -, i r'„ l�i',^,.1.i.,l✓6i71.'�',i�ln' ,,..ion, � 2445, 140TH AVE, N,E„ SUITE 202 BELLEVUE, WA 98005 425-895-7000 RELEASE DATE FREL It 1 i REv!S!CNS NCA DATE j 2 I N&7RUC 7INN &E7 F tkLEY / STRICKER ARCHITECTS 2W LMM WASi UNGION BOULEVARD SFAT 7 F, WASIUNG}TON 99M TEL 206/324-4800 FAX 206✓322-28T5 '_-RCJECT ._ 9�30.52 40 Lake Bellevue, Suite 100 Bellevue, Washington 98005 206.641.9660 STATE OF WASHINGTON REGISTERED L*7SCAPE AACKfECT WM GILUIT IIASEGNrA CERT6KATE NO. `I" SITE NA1'1E I 0f=ER, T%r SITE NUMBER UJ403ro( - E4R, L INC�TON SITE ADDRESS o00 SU,I I0tn 15treet Renton ., LUA 980c 5 FH7E71ITLE ",4NDSCAFE f'L4N SHEET NUMBER SCALE: I/V = 1'-0' 1 ! ,q,5,-O( q L� PLOT SCALE: I:I RYELI 3i9t98 I I U) EXIST '_jPB & LW GU TTEP, TYP > `r)' IND 4")(4" CONC MON Q SCP!BE IN CASE 30� DOWN 0 5 , 2/1F %98, Q _V SITE RENCN•: ARK I U I OF P 0N .--EXIST TEL PIED TREE I TYPE 1 CE04 GROUND r 23.2 AGL 23.7 T1 T2 CE05 22 2 25.3 T3 CE05 21 4 24.4 T4 CE04 20.8 22.2 TS CE05 20.3 27.0 T6 CE05� '0.1 23.3 r 30' �C N S, REE �--� 3 � SITE PLAN SCALE: 1 "= 50' s FOUND NAIL & SCRIBE IN 4"X4" CONC VON IN CASE DOWN 0-- . 2/18/98 FOUND 1 /2- BRASS PLUG W/PUNCH IN 4"X4" CONC MON IN CASE, DOWN 0 3, 40' 2/18/98 SW 7TH STREET ct FOUND EAR & CAP 2/18/98. 18898 p N LLJ P P - ?G > Jo �0.! Q U LJ _ z L1J V) S89'09'31 .E 725.01' SURV POINT 1062 w 0 v , 46 47 0 N-7-7•27 Sw BASE IS DCI CONTPOL POINT "�+AROLD SET BAP & CAI-' "DCI CONTPOL" ELEV = 26 98 60' z SITE RENCHk�ARK FOUND NAIL & SCRIBE IN 4"X4" CONC VON IN CASE DOWN 0 5', LOCATED AT THE CENTEP OF CUL-DE-SAC OF SENECA AVE SW ELEV = 17 97 BOUNDARY MAP SCALE: 1 "= 200' THIS PLAN DOES NOT REPRESENT A BOUNDARY SURVEY �4,� •O� � DATE DESCRIPTION BY• - 1 �• DCI D u N% An avN COMPANY, INC. 1421 . f. Mi, Soak WmMW= 96166 Fa &V"141 PoL iM�441 DRAIN: JED DATE: 2/23/98 PRO�IECT: 96160,200 OF LEGEND P POWER LINE (BURIED) P— POWER LINE (OVERHEAD) 4 POWER (UTILITY) POLE �- GUY POLE OR ANCHOR LIGHT POLE/LUMINAIRE pG GAS LINE 174 GAS VALVE OT — PHONE LINE (OVERHEAD) O TELEPHONE MANHOLE SS SEWER LINE o SEWER CLEAN OUT ❑ CATCH BASIN SD STORM DRAIN W WATER LINE M WATER VALVE FIRE HYDRANT ® WATER METER CHAIN LINK FENCE 352.49 352.49 EXISTING SPOT ELEVATION TREE LEGEND DECIDUOUS TREE AL12 AL=ALDER TYPE —� TRUNK, DIAMETER (IN) MP=MAPLE DS=DECIDUOUS MA=MADRONA .�� EVERGREEN TREE CH=OCHERRY DF18 CE=CEDAR 195.2 DF=DOUGLAS FIP _-HEIGHT AGL Ic- MEASURED HE=HEMLOCK PI=PINE EVG=EVERGREENl NOTE: TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS REFERENCE TRUNK LOCATION ONLY TRUNK DIAMETERS WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND L,7VEL. TREES LESS THAN 6" NOT LOCATED EXCEPT AS SHOWN SURVEY POINT 1062 COORDINATE DATA NAD 83 LATITUDE. 47'28*18.37"N LC`NGITI_IDE 122'13'32 65'w NAD 27 LATITUDE 47'28'19.01"N LnI`.'c" TIJDE 122'13'28 22"W EI-E\v' = 21.1 SITE INFORMATION CI `E AD� PENTON, SITE CONTACT SCGTT PATTEPSON QHONE (206) 6-4-2300 Apr A d lr',Q4d S.F CAUTION! BURIED UTILITIES 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 REFERENCES: I PLAT OF E ARLING TON INDUSTRIAL PARK NO i RECORDED IN VOL 83, PG 10, OF PLATS RECORDS OF KING COUNTY, WASHINGTON. 2 ROS BY PARAMETRIX. INC RECORDED UNDER VOL 20, PG 178, PECOPOS OF KING COUNTY, WASHINGTON 3. ROS BY R M. CAMSEAN,INC RECORDED UNDER VOL 27. PG 3. RECORDS OF KNG COUNTY, WASHINGTON 4- KING COUNTY ASSESSORS MAP N.W. 1/4 19-23-4- JMC vC) WA0366 - EARLI CTON RYERSON SITE EXISTING SITE SURVEY u- 0 (�/A�/lV V